appendix b.8 consolidated-undrained (cu) triaxial€¦ · consolidated-undrained triaxial...
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CH2M Hill 12-MTS-009 Port of Anchorage – Anchorage, US Static & Dynamic Laboratory Tests August 2012
MEG Consulting Limited
APPENDIX B.8
CONSOLIDATED-UNDRAINED (CU) TRIAXIAL
Project: Project No.:
Location: Date:
Borehole: Station:
Sample No.: Depth (m):
Diameter (mm) Specific Gravity, Gs: 2.74Height (mm) Initial vertical effective stress, '1 (kPa) 14.0Weight of container + sample (g) Final vertical effective stress, '1 (kPa) 252.3Weight of container (g) Initial effective isotropic stress, '3 (kPa) 14.0Total Unit Weight (kN/m3) Final effective isotropic stress, '3 (kPa) 265.1Dry Unit Weight (kN/m3) Pore Pressure (kPa) 488.2
Ratio of horizontal to vertical stress, K 1.02Before Saturation After Shear Volume change during consolidation, Vc (cm3) 5.16
Tin No. 25 C30 Initial height of specimen (cm) 8.53Weight of tin (g) 34.6 199.1 Initial area of specimen (cm2) 10.06Tin + Wet weight (g) 65.59 380.4 Initial volume of specimen (cm3) 85.86Tin + Dry weight (g) 60.14 346.23 Initial void ratio, ei 0.58Water Content (%) 21.3 23.2
Vertical Seating Pressure (kPa) Initial vertical effective stress, '1 (kPa)Cell Pressure, 3 (kPa) Initial Isotropic effective stress, '3 (kPa)Back Pressure (kPa) Initial Pore Pressure (kPa)Effective Stress (kPa) Strain rate (%/hr)Pore pressure coefficient, B
Port of Anchorage
85.31
Saturation
13.8
17.02
1.0
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
Consolidation
12-MTS-009
Specimen Data
August 12, 2012
ST5 (TC01)
BH-003-12
Anchorage, US
488.8
Shear248.2
20.65
CU3
30.78
180.740
261.0
35.80
344.7
Water Content
358.513.8
0.99
Performed By: Checked By:
Date: Date:
JPS
August 27, 2012August 24, 2012 Date:
Approved By:EP
August 22, 2012
Comments / Observations:
PS
Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.:Initial Height (mm): 85.3 180.74 0.58
Initial Diameter (mm): 35.8 20.65 21.3
Specific Gravity, Gs: 2.74 17.02
Final Water Content (%): 23.2 0.99
Total Unit Weight (kN/m3): Natural Water Content (%):
Dry Unit Weight (kN/m3):
Pore pressure coefficient, B:
BH-003-12 30.78ST5 (TC01)
Weight of Specimen (g): Initial Void Ratio, ei:
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Port of Anchorage 12-MTS-009Anchorage, US August 12, 2012
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
40
60
80
)
-50
0
50
100
150
200
250
300
350
0 100 200 300 400 500 600 700 800 900 1000
q (k
Pa)
p' (kPa)
Shear Phase
Consolidation (k = 0.55)
Consolidation (k = 1.02)
300
350
Comments:
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
PS EP
August 22, 2012 August 24, 2012
-120
-100
-80
-60
-40
-20
0
20
40
60
0 5 10 15 20
EXC
ES
S P
OR
E P
RE
SS
UR
E (k
Pa)
AXIAL STRAIN (%)
0
50
100
150
200
250
300
0 5 10 15 20
q (k
Pa)
AXIAL STRAIN (%)
Project: Project No.:
Location: Date:
Borehole: Station:
Sample No.: Depth (m):
Diameter (mm) Specific Gravity, Gs:Height (mm) Initial vertical effective stress, '1 (kPa) 366.6Weight of container + sample (g) Final vertical effective stress, '1 (kPa) 702.5Weight of container (g) Initial effective isotropic stress, '3 (kPa) 366.6Total Unit Weight (kN/m3) Final effective isotropic stress, '3 (kPa) 673.7Dry Unit Weight (kN/m3) Pore Pressure (kPa) 693.5
Ratio of horizontal to vertical stress, K 0.50Before Saturation After Shear Volume change during consolidation, Vc (cm3) -2.13
Tin No. 13 C20 Initial height of specimen (cm) 16.22Weight of tin (g) 24.83 198.11 Initial area of specimen (cm2) 40.83Tin + Wet weight (g) 64.47 1562.19 Initial volume of specimen (cm3) 662.37Tin + Dry weight (g) 57.93 1337.01 Initial void ratio, ei #DIV/0!Water Content (%) 19.8 19.8
Vertical Seating Pressure (kPa) Initial vertical effective stress, '1 (kPa)Cell Pressure, 3 (kPa) Initial Isotropic effective stress, '3 (kPa)Back Pressure (kPa) Initial Pore Pressure (kPa)Effective Stress (kPa) Strain rate (%/hr)Pore pressure coefficient, B
72.10
689.5
Water Content
703.313.8
1.00
692.3
Shear698.6
20.55
CU1
28.08
1387.440
669.8
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
Consolidation
12-MTS-009
Specimen Data
June 8, 2012
ST2 (TC02A)
BH-003-12
Anchorage, US
1.0
Port of Anchorage
162.23
Saturation
13.8
17.16
Performed By: Checked By:
Date: Date:July 24, 2012
Comments / Observations:
PS EP JPS
August 15, 2012August 1, 2012 Date:
Approved By:
Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.:Initial Height (mm): 162.2 1387.44 #DIV/0!
Initial Diameter (mm): 72.1 20.55 19.8
Specific Gravity, Gs: 0.00 17.16
Final Water Content (%): 19.8 1.00
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Port of Anchorage 12-MTS-009Anchorage, US June 8, 2012
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
BH-003-12 28.08ST2 (TC02A)
Weight of Specimen (g): Initial Void Ratio, ei:
Total Unit Weight (kN/m3): Natural Water Content (%):
Dry Unit Weight (kN/m3):
Pore pressure coefficient, B:
100
150
)
0
20
40
60
80
100
120
140
0 200 400 600 800 1000 1200 1400 1600
q (k
Pa)
p' (kPa)
Shear Phase
Consolidation (k = 0.55)
Consolidation (k = 0.75)
120
140
Comments:
Prepared By: Checked By: Approved By: 0
Date: Date: Date: January 0, 1900
PS EP
July 24, 2012 August 1, 2012
-150
-100
-50
0
50
100
0 5 10 15 20
EXC
ES
S P
OR
E P
RE
SS
UR
E (k
Pa)
AXIAL STRAIN (%)
0
20
40
60
80
100
120
0 5 10 15 20
q (k
Pa)
AXIAL STRAIN (%)
Project: Project No.:
Location: Date:
Borehole: Station:
Sample No.: Depth (m):
Diameter (mm) Specific Gravity, Gs: 2.71Height (mm) Initial vertical effective stress, '1 (kPa) 13.7Weight of container + sample (g) Final vertical effective stress, '1 (kPa) 911.1Weight of container (g) Initial effective isotropic stress, '3 (kPa) 13.7Total Unit Weight (kN/m3) Final effective isotropic stress, '3 (kPa) 679.1Dry Unit Weight (kN/m3) Pore Pressure (kPa) 689.8
Ratio of horizontal to vertical stress, K 0.50Before Saturation After Shear Volume change during consolidation, Vc (cm3) 11.84
Tin No. 84 B5 Initial height of specimen (cm) 16.38Weight of tin (g) 34.5 136.59 Initial area of specimen (cm2) 41.70Tin + Wet weight (g) 112.96 1538.72 Initial volume of specimen (cm3) 682.93Tin + Dry weight (g) 98.21 1253.22 Initial void ratio, ei 0.64Water Content (%) 23.2 25.6
Vertical Seating Pressure (kPa) Initial vertical effective stress, '1 (kPa)Cell Pressure, 3 (kPa) Initial Isotropic effective stress, '3 (kPa)Back Pressure (kPa) Initial Pore Pressure (kPa)Effective Stress (kPa) Strain rate (%/hr)Pore pressure coefficient, B
689.5
Water Content
703.313.8
1.00
689.7
Shear911.9
19.94
CU1
28.76
1388.140
681.9
72.87163.77
Saturation
13.8
16.19
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
Consolidation
12-MTS-009
Specimen Data
July 26, 2012
ST-3 (TC02b)
BH-003-12
Anchorage, US
Port of Anchorage
0.4
Performed By: Checked By:
Date: Date:August 1, 2012
Comments / Observations:
PS Approved By:EP JPS
August 27, 2012August 24, 2012 Date:
Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.:Initial Height (mm): 163.8 1388.14 0.64
Initial Diameter (mm): 72.9 19.94 23.2
Specific Gravity, Gs: 2.71 16.19
Final Water Content (%): 25.6 1.00
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Port of Anchorage 12-MTS-009Anchorage, US July 26, 2012
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
BH-003-12 28.76ST-3 (TC02b)
Weight of Specimen (g): Initial Void Ratio, ei:
Total Unit Weight (kN/m3): Natural Water Content (%):
Dry Unit Weight (kN/m3):
Pore pressure coefficient, B:
150
200
)
050
100150200250300350400450500
0 500 1000 1500 2000 2500
q (k
Pa)
p' (kPa)
Shear Phase
Consolidation (ko = 0.55)
Consolidation (ko = 0.75)
400
450
500
Comments:
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
PS EP
August 1, 2012 August 24, 2012
-150
-100
-50
0
50
100
150
0 5 10 15 20
EXC
ES
S P
OR
E P
RE
SS
UR
E (k
Pa)
AXIAL STRAIN (%)
0
50
100
150
200
250
300
350
400
450
0 5 10 15 20
q (k
Pa)
AXIAL STRAIN (%)
Project: Project No.:
Location: Date:
Borehole: Station:
Sample No.: Depth (m):
Diameter (mm) Specific Gravity, Gs: 2.75Height (mm) Initial vertical effective stress, '1 (kPa) 14.0Weight of container + sample (g) Final vertical effective stress, '1 (kPa) 887.4Weight of container (g) Initial effective isotropic stress, '3 (kPa) 14.0Total Unit Weight (kN/m3) Final effective isotropic stress, '3 (kPa) 667.7Dry Unit Weight (kN/m3) Pore Pressure (kPa) 691.1
Ratio of horizontal to vertical stress, K 0.50Before Saturation After Shear Volume change during consolidation, Vc (cm3) 26.75
Tin No. 89A B5 Initial height of specimen (cm) 16.28Weight of tin (g) 32.51 136.56 Initial area of specimen (cm2) 41.07Tin + Wet weight (g) 158.33 1474.19 Initial volume of specimen (cm3) 668.43Tin + Dry weight (g) 134.24 1232.86 Initial void ratio, ei 0.66Water Content (%) 23.7 22.0
Vertical Seating Pressure (kPa) Initial vertical effective stress, '1 (kPa)Cell Pressure, 3 (kPa) Initial Isotropic effective stress, '3 (kPa)Back Pressure (kPa) Initial Pore Pressure (kPa)Effective Stress (kPa) Strain rate (%/hr)Pore pressure coefficient, B
Port of Anchorage
162.75
Saturation
13.8
16.23
1.0
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
Consolidation
12-MTS-009
Specimen Data
June 1, 2012
ST4 (TC02C)
BH-003-12
Anchorage, US
691.0
Shear884.6
20.07
CU1
29.64
1367.50
670.7
72.31
689.5
Water Content
703.313.8
1.00
Performed By: Checked By:
Date: Date:
JPS
August 15, 2012August 1, 2012 Date:
Approved By:EP
July 24, 2012
Comments / Observations:
PS
Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.:Initial Height (mm): 162.8 1367.50 0.66
Initial Diameter (mm): 72.3 20.07 23.7
Specific Gravity, Gs: 2.75 16.23
Final Water Content (%): 22.0 1.00
Total Unit Weight (kN/m3): Natural Water Content (%):
Dry Unit Weight (kN/m3):
Pore pressure coefficient, B:
BH-003-12 29.64ST4 (TC02C)
Weight of Specimen (g): Initial Void Ratio, ei:
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Port of Anchorage 12-MTS-009Anchorage, US June 1, 2012
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
100
150
)
0
100
200
300
400
500
600
0 200 400 600 800 1000 1200 1400 1600
q (k
Pa)
p' (kPa)
Shear Phase
Consolidation (k = 0.55)
Consolidation (k = 0.75)
500
600
Comments:
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 15, 2012
PS EP
July 24, 2012 August 1, 2012
-150
-100
-50
0
50
100
0 5 10 15 20
EXC
ES
S P
OR
E P
RE
SS
UR
E (k
Pa)
AXIAL STRAIN (%)
0
100
200
300
400
500
0 5 10 15 20
q (k
Pa)
AXIAL STRAIN (%)
Project: Project No.:
Location: Date:
Borehole: Station:
Sample No.: Depth (m):
Diameter (mm) Specific Gravity, Gs: 2.74Height (mm) Initial vertical effective stress, '1 (kPa) 13.1Weight of container + sample (g) Final vertical effective stress, '1 (kPa) 939.2Weight of container (g) Initial effective isotropic stress, '3 (kPa) 13.1Total Unit Weight (kN/m3) Final effective isotropic stress, '3 (kPa) 670.9Dry Unit Weight (kN/m3) Pore Pressure (kPa) 690.7
Ratio of horizontal to vertical stress, K 0.75Before Saturation After Shear Volume change during consolidation, Vc (cm3) 37.43
Tin No. 57 C31 Initial height of specimen (cm) 16.23Weight of tin (g) 23.98 196.57 Initial area of specimen (cm2) 40.81Tin + Wet weight (g) 148.37 1415.66 Initial volume of specimen (cm3) 662.37Tin + Dry weight (g) 120.25 1146.17 Initial void ratio, ei 0.84Water Content (%) 29.2 28.4
Vertical Seating Pressure (kPa) Initial vertical effective stress, '1 (kPa)Cell Pressure, 3 (kPa) Initial Isotropic effective stress, '3 (kPa)Back Pressure (kPa) Initial Pore Pressure (kPa)Effective Stress (kPa) Strain rate (%/hr)Pore pressure coefficient, B
72.09
689.5
Water Content
703.313.8
0.98
689.6
Shear931.4
18.86
CU1
30.56
1273.550
669.7
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
Consolidation
12-MTS-009
Specimen Data
July 15, 2012
ST-5 (TC02d)
BH-003-12
Anchorage, US
0.4
Port of Anchorage
162.29
Saturation
13.8
14.60
Performed By: Checked By:
Date: Date:August 8, 2012
Comments / Observations:
PS EP JPS
August 27, 2012August 24, 2012 Date:
Approved By:
Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.:Initial Height (mm): 162.3 1273.55 0.84
Initial Diameter (mm): 72.1 18.86 29.2
Specific Gravity, Gs: 2.74 14.60
Final Water Content (%): 28.4 0.98
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Port of Anchorage 12-MTS-009Anchorage, US July 15, 2012
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
BH-003-12 30.56ST-5 (TC02d)
Weight of Specimen (g): Initial Void Ratio, ei:
Total Unit Weight (kN/m3): Natural Water Content (%):
Dry Unit Weight (kN/m3):
Pore pressure coefficient, B:
100
150
)
0
100
200
300
400
500
600
0 200 400 600 800 1000 1200 1400 1600
q (k
Pa)
p' (kPa)
Shear Phase
Consolidation (ko = 0.55)
Consolidation (ko = 0.75)
400
450
500
Comments: Pump drained at approx 1300 kPa
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
PS EP
August 8, 2012 August 24, 2012
-150
-100
-50
0
50
100
0 5 10 15 20
EXC
ES
S P
OR
E P
RE
SS
UR
E (k
Pa)
AXIAL STRAIN (%)
0
50
100
150
200
250
300
350
400
450
0 5 10 15 20
q (k
Pa)
AXIAL STRAIN (%)
Project: Project No.:
Location: Date:
Borehole: Station:
Sample No.: Depth (m):
Diameter (mm) Specific Gravity, Gs: 2.71Height (mm) Initial vertical effective stress, '1 (kPa) 2.5Weight of container + sample (g) Final vertical effective stress, '1 (kPa) 1020.8Weight of container (g) Initial effective isotropic stress, '3 (kPa) 2.5Total Unit Weight (kN/m3) Final effective isotropic stress, '3 (kPa) 557.5Dry Unit Weight (kN/m3) Pore Pressure (kPa) 343.5
Ratio of horizontal to vertical stress, K 0.50Before Saturation After Shear Volume change during consolidation, Vc (cm3) 3.85
Tin No. 13 C09 Initial height of specimen (cm) 8.66Weight of tin (g) 24.81 215.7 Initial area of specimen (cm2) 9.71Tin + Wet weight (g) 86.05 386.45 Initial volume of specimen (cm3) 84.11Tin + Dry weight (g) 75.03 354.16 Initial void ratio, ei 0.61Water Content (%) 21.9 23.3
Vertical Seating Pressure (kPa) Initial vertical effective stress, '1 (kPa)Cell Pressure, 3 (kPa) Initial Isotropic effective stress, '3 (kPa)Back Pressure (kPa) Initial Pore Pressure (kPa)Effective Stress (kPa) Strain rate (%/hr)Pore pressure coefficient, B
Port of Anchorage
86.60
Saturation
13.8
16.53
0.4
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
Consolidation
12-MTS-009
Specimen Data
July 24, 2012
ST-9 (TC03)
BH-003-12
Anchorage, US
343.5
Shear1052.9
20.15
CU1
37.95
172.80
568.8
35.17
344.7
Water Content
358.513.8
0.96
Performed By: Checked By:
Date: Date:
JPS
August 27, 2012August 24, 2012 Date:
Approved By:EP
August 8, 2012
Comments / Observations:
PS
Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.:Initial Height (mm): 86.6 172.80 0.61
Initial Diameter (mm): 35.2 20.15 21.9
Specific Gravity, Gs: 2.71 16.53
Final Water Content (%): 23.3 0.96
Total Unit Weight (kN/m3): Natural Water Content (%):
Dry Unit Weight (kN/m3):
Pore pressure coefficient, B:
BH-003-12 37.95ST-9 (TC03)
Weight of Specimen (g): Initial Void Ratio, ei:
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Port of Anchorage 12-MTS-009Anchorage, US July 24, 2012
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
160
180
200
)
0
50
100
150
200
250
300
350
400
0 100 200 300 400 500 600 700 800 900
q (k
Pa)
p' (kPa)
Shear Phase ko Consolidation (ko = 0.5)
350
400
Comments:
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
PS EP
August 8, 2012 August 24, 2012
0
20
40
60
80
100
120
140
160
180
0 5 10 15 20
EXC
ES
S P
OR
E P
RE
SS
UR
E (k
Pa)
AXIAL STRAIN (%)
0
50
100
150
200
250
300
350
0 5 10 15 20
q (k
Pa)
AXIAL STRAIN (%)
Project: Project No.:
Location: Date:
Borehole: Station:
Sample No.: Depth (m):
Diameter (mm) Specific Gravity, Gs: 2.61Height (mm) Initial vertical effective stress, '1 (kPa) 22.5Weight of container + sample (g) Final vertical effective stress, '1 (kPa) 495.9Weight of container (g) Initial effective isotropic stress, '3 (kPa) 22.5Total Unit Weight (kN/m3) Final effective isotropic stress, '3 (kPa) 378.1Dry Unit Weight (kN/m3) Pore Pressure (kPa) 337.8
Ratio of horizontal to vertical stress, K 0.50Before Saturation After Shear Volume change during consolidation, Vc (cm3) 0.99
Tin No. 60 C20 Initial height of specimen (cm) 8.49Weight of tin (g) 32.56 198.12 Initial area of specimen (cm2) 9.93Tin + Wet weight (g) 69.68 374.19 Initial volume of specimen (cm3) 84.32Tin + Dry weight (g) 62.76 342.09 Initial void ratio, ei 0.53Water Content (%) 22.9 22.3
Vertical Seating Pressure (kPa) Initial vertical effective stress, '1 (kPa)Cell Pressure, 3 (kPa) Initial Isotropic effective stress, '3 (kPa)Back Pressure (kPa) Initial Pore Pressure (kPa)Effective Stress (kPa) Strain rate (%/hr)Pore pressure coefficient, B
Port of Anchorage
84.90
Saturation
13.8
16.75
0.4
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
Consolidation
12-MTS-009
Specimen Data
July 23, 2012
ST10 (TC04)
BH-003-12
Anchorage, US
336.6
Shear492.2
20.59
CU3
38.40
176.940
378.5
35.56
344.7
Water Content
358.513.8
1.00
Performed By: Checked By:
Date: Date:
JPS
August 27, 2012August 24, 2012 Date:
Approved By:EP
August 9, 2012
Comments / Observations:
PS
Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.:Initial Height (mm): 84.9 176.94 0.53
Initial Diameter (mm): 35.6 20.59 22.9
Specific Gravity, Gs: 2.61 16.75
Final Water Content (%): 22.3 1.00
Total Unit Weight (kN/m3): Natural Water Content (%):
Dry Unit Weight (kN/m3):
Pore pressure coefficient, B:
BH-003-12 38.40ST10 (TC04)
Weight of Specimen (g): Initial Void Ratio, ei:
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Port of Anchorage 12-MTS-009Anchorage, US July 23, 2012
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
50
60
)
050
100150200250300350400450
0 100 200 300 400 500 600 700 800 900
q (k
Pa)
p' (kPa)
Shear Phase
Consolidation (ko = 0.5)
Consolidation (ko = 0.75)
400
450
Comments:
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
PS EP
August 9, 2012 August 24, 2012
0
10
20
30
40
50
0 5 10 15 20
EXC
ES
S P
OR
E P
RE
SS
UR
E (k
Pa)
AXIAL STRAIN (%)
0
50
100
150
200
250
300
350
400
0 5 10 15 20
q (k
Pa)
AXIAL STRAIN (%)
Project: Project No.:
Location: Date:
Borehole: Station:
Sample No.: Depth (m):
Diameter (mm) Specific Gravity, Gs: 2.79Height (mm) Initial vertical effective stress, '1 (kPa) 14.8Weight of container + sample (g) Final vertical effective stress, '1 (kPa) 240.5Weight of container (g) Initial effective isotropic stress, '3 (kPa) 14.8Total Unit Weight (kN/m3) Final effective isotropic stress, '3 (kPa) 255.0Dry Unit Weight (kN/m3) Pore Pressure (kPa) 413.2
Ratio of horizontal to vertical stress, K 1.13Before Saturation After Shear Volume change during consolidation, Vc (cm3) 48.49
Tin No. 44 C32 Initial height of specimen (cm) 7.91Weight of tin (g) 33.25 143.34 Initial area of specimen (cm2) 10.33Tin + Wet weight (g) 40.17 314.99 Initial volume of specimen (cm3) 81.71Tin + Dry weight (g) 39 284.29 Initial void ratio, ei 0.59Water Content (%) 20.3 21.8
Vertical Seating Pressure (kPa) Initial vertical effective stress, '1 (kPa)Cell Pressure, 3 (kPa) Initial Isotropic effective stress, '3 (kPa)Back Pressure (kPa) Initial Pore Pressure (kPa)Effective Stress (kPa) Strain rate (%/hr)Pore pressure coefficient, B
Port of Anchorage
79.10
Saturation
13.8
17.18
0.4
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
Consolidation
12-MTS-009
Specimen Data
August 2, 2012
ST12 (TC05)
BH-003-12
Anchorage, US
412.0
Shear235.7
20.67
CU3
40.08
172.180
254.5
36.27
413.7
Water Content
427.513.8
0.95
Performed By: Checked By:
Date: Date:
JPS
August 27, 2012August 24, 2012 Date:
Approved By:EP
August 10, 2012
Comments / Observations:
PS
Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.:Initial Height (mm): 79.1 172.18 0.59
Initial Diameter (mm): 36.3 20.67 20.3
Specific Gravity, Gs: 2.79 17.18
Final Water Content (%): 21.8 0.95
284
Total Unit Weight (kN/m3): Natural Water Content (%):
Dry Unit Weight (kN/m3):
Pore pressure coefficient, B:
BH-003-12 40.08ST12 (TC05)
Weight of Specimen (g): Initial Void Ratio, ei:
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Port of Anchorage 12-MTS-009Anchorage, US August 2, 2012
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
40
60
80
)
-150-100
-500
50100150200250300350400
0 100 200 300 400 500 600 700 800
q (k
Pa)
p' (kPa)
Shear Phase
Consolidation (ko = 0.55)
Consolidation (ko = 1.13)
350
400
Comments: EP JPS41145.00 27-Aug-12
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
PS EP
August 10, 2012 August 24, 2012
-120
-100
-80
-60
-40
-20
0
20
40
60
0 5 10 15 20
EXC
ES
S P
OR
E P
RE
SS
UR
E (k
Pa)
AXIAL STRAIN (%)
0
50
100
150
200
250
300
350
0 5 10 15 20
q (k
Pa)
AXIAL STRAIN (%)
Project: Project No.:
Location: Date:
Borehole: Station:
Sample No.: Depth (m):
Diameter (mm) Specific Gravity, Gs: 2.73Height (mm) Initial vertical effective stress, '1 (kPa) 3.6Weight of container + sample (g) Final vertical effective stress, '1 (kPa) -14.1Weight of container (g) Initial effective isotropic stress, '3 (kPa) 3.6Total Unit Weight (kN/m3) Final effective isotropic stress, '3 (kPa) -10.3Dry Unit Weight (kN/m3) Pore Pressure (kPa) 485.6
Ratio of horizontal to vertical stress, K 1.40Before Saturation After Shear Volume change during consolidation, Vc (cm3) -2.80
Tin No. 25 Initial height of specimen (cm) 7.86Weight of tin (g) 34.66 Initial area of specimen (cm2) 9.95Tin + Wet weight (g) 87.06 Initial volume of specimen (cm3) 78.20Tin + Dry weight (g) 77.15 Initial void ratio, ei 0.61Water Content (%) 23.3
Vertical Seating Pressure (kPa) Initial vertical effective stress, '1 (kPa)Cell Pressure, 3 (kPa) Initial Isotropic effective stress, '3 (kPa)Back Pressure (kPa) Initial Pore Pressure (kPa)Effective Stress (kPa) Strain rate (%/hr)Pore pressure coefficient, B
35.60
468.8
Water Content
482.613.8
0.97
483.5
Shear-30.7
20.50
CU#2
42.52
163.390
-26.1
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
Consolidation
12-MTS-009
Specimen Data
August 2, 2012
ST-15 (TC06)
BH-003-12
Anchorage, US
0.4
Port of Anchorage
78.57
Saturation
13.8
16.62
Performed By: Checked By:
Date: Date:August 10, 2012
Comments / Observations:
PS EP JPS
August 27, 2012August 24, 2012 Date:
Approved By:
Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.:Initial Height (mm): 78.6 163.39 0.61
Initial Diameter (mm): 35.6 20.50 23.3
Specific Gravity, Gs: 2.73 16.62
Final Water Content (%): 0.97
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Port of Anchorage 12-MTS-009Anchorage, US August 2, 2012
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
BH-003-12 42.52ST-15 (TC06)
Weight of Specimen (g): Initial Void Ratio, ei:
Total Unit Weight (kN/m3): Natural Water Content (%):
Dry Unit Weight (kN/m3):
Pore pressure coefficient, B:
0
20
0 5 10 15 20)
-100
-50
0
50
100
150
200
250
-100 0 100 200 300 400 500 600 700 800 900 1000
q (k
Pa)
p' (kPa)
Shear Phase
Consolidation (k = 0.55)
Consolidation (k=1.40)
40
45
50
Comments:
Equipment lost control when it needed to apply a negative sigma 1.
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
PS EP
August 10, 2012 August 24, 2012
-120
-100
-80
-60
-40
-20
00 5 10 15 20
EXC
ES
S P
OR
E P
RE
SS
UR
E (k
Pa)
AXIAL STRAIN (%)
0
5
10
15
20
25
30
35
40
45
0 5 10 15 20
q (k
Pa)
AXIAL STRAIN (%)
Project: Project No.:
Location: Date:
Borehole: Station:
Sample No.: Depth (m):
Diameter (mm) Specific Gravity, Gs: 2.77Height (mm) Initial vertical effective stress, '1 (kPa) 3.2Weight of container + sample (g) Final vertical effective stress, '1 (kPa) 76.1Weight of container (g) Initial effective isotropic stress, '3 (kPa) 3.2Total Unit Weight (kN/m3) Final effective isotropic stress, '3 (kPa) 65.3Dry Unit Weight (kN/m3) Pore Pressure (kPa) 348.4
Ratio of horizontal to vertical stress, K 1.10Before Saturation After Shear Volume change during consolidation, Vc (cm3) 2.75
Tin No. 82 D3 Initial height of specimen (cm) 8.09Weight of tin (g) 25.1 109.64 Initial area of specimen (cm2) 9.88Tin + Wet weight (g) 38.7 258.22 Initial volume of specimen (cm3) 79.87Tin + Dry weight (g) 35.24 222.73 Initial void ratio, ei 0.96Water Content (%) 34.1 31.4
Vertical Seating Pressure (kPa) Initial vertical effective stress, '1 (kPa)Cell Pressure, 3 (kPa) Initial Isotropic effective stress, '3 (kPa)Back Pressure (kPa) Initial Pore Pressure (kPa)Effective Stress (kPa) Strain rate (%/hr)Pore pressure coefficient, B
Port of Anchorage
80.88
Saturation
13.8
13.86
1.0
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
Consolidation
12-MTS-009
Specimen Data
August 22, 2012
ST-6 (TC07)
BH-003-12
Anchorage, US
349.2
Shear72.3
18.59
CU2
31.39
151.390
61.1
35.46
344.7
Water Content
358.513.8
0.96
Performed By: Checked By:
Date: Date:
JPS
August 27, 2012August 27, 2012 Date:
Approved By:EP
August 26, 2012
Comments / Observations:
PS
Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.:Initial Height (mm): 80.9 151.39 0.96
Initial Diameter (mm): 35.5 18.59 34.1
Specific Gravity, Gs: 2.77 13.86
Final Water Content (%): 31.4 0.96
Total Unit Weight (kN/m3): Natural Water Content (%):
Dry Unit Weight (kN/m3):
Pore pressure coefficient, B:
BH-003-12 31.39ST-6 (TC07)
Weight of Specimen (g): Initial Void Ratio, ei:
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Port of Anchorage 12-MTS-009Anchorage, US August 22, 2012
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
40
60
)
-20-10
010203040506070
0 10 20 30 40 50 60 70 80 90 100
q (k
Pa)
p' (kPa)
Shear Phase Consolidation (k = 1.1)
50
60
Comments:
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
PS EP
August 26, 2012 August 27, 2012
-120
-100
-80
-60
-40
-20
0
20
40
0 5 10 15 20
EXC
ES
S P
OR
E P
RE
SS
UR
E (k
Pa)
AXIAL STRAIN (%)
0
10
20
30
40
50
0 5 10 15 20
q (k
Pa)
AXIAL STRAIN (%)
Project: Project No.:
Location: Date:
Borehole: Station:
Sample No.: Depth (m):
Diameter (mm) Specific Gravity, Gs: 2.74Height (mm) Initial vertical effective stress, '1 (kPa) 13.8Weight of container + sample (g) Final vertical effective stress, '1 (kPa) 299.2Weight of container (g) Initial effective isotropic stress, '3 (kPa) 13.8Total Unit Weight (kN/m3) Final effective isotropic stress, '3 (kPa) 319.8Dry Unit Weight (kN/m3) Pore Pressure (kPa) 479.1
Ratio of horizontal to vertical stress, K 1.07Before Saturation After Shear Volume change during consolidation, Vc (cm3) 2.38
Tin No. 39 12 Initial height of specimen (cm) 7.96Weight of tin (g) 23.51 210.88 Initial area of specimen (cm2) 9.74Tin + Wet weight (g) 77.08 370.55 Initial volume of specimen (cm3) 77.48Tin + Dry weight (g) 67.17 338.13 Initial void ratio, ei 0.65Water Content (%) 22.7 25.5
Vertical Seating Pressure (kPa) Initial vertical effective stress, '1 (kPa)Cell Pressure, 3 (kPa) Initial Isotropic effective stress, '3 (kPa)Back Pressure (kPa) Initial Pore Pressure (kPa)Effective Stress (kPa) Strain rate (%/hr)Pore pressure coefficient, B
35.21
482.6
Water Content
496.413.8
0.98
482.1
Shear298.9
19.98
CU1
30.78
157.760
323.2
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
Consolidation
12-MTS-009
Specimen Data
August 13, 2012
ST5 (TC08)
BH-003-12
Anchorage, US
1.0
Port of Anchorage
79.58
Saturation
13.8
16.28
Performed By: Checked By:
Date: Date:August 22, 2012
Comments / Observations:
PS EP JPS
August 27, 2012August 24, 2012 Date:
Approved By:
Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.:Initial Height (mm): 79.6 157.76 0.65
Initial Diameter (mm): 35.2 19.98 22.7
Specific Gravity, Gs: 2.74 16.28
Final Water Content (%): 25.5 0.98
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Port of Anchorage 12-MTS-009Anchorage, US August 13, 2012
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
BH-003-12 30.78ST5 (TC08)
Weight of Specimen (g): Initial Void Ratio, ei:
Total Unit Weight (kN/m3): Natural Water Content (%):
Dry Unit Weight (kN/m3):
Pore pressure coefficient, B:
100
150
)
-150-100
-500
50100150200250300
0 100 200 300 400 500 600
q (k
Pa)
p' (kPa)
Shear Phase
Consolidation (k = 1.07)
250
300
Comments: EP JPSAugust 24, 2012 ###########
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
PS EP
August 22, 2012 August 24, 2012
-150
-100
-50
0
50
100
0 5 10 15 20
EXC
ES
S P
OR
E P
RE
SS
UR
E (k
Pa)
AXIAL STRAIN (%)
0
50
100
150
200
250
0 5 10 15 20
q (k
Pa)
AXIAL STRAIN (%)
Project: Project No.:
Location: Date:
Borehole: Station:
Sample No.: Depth (m):
Diameter (mm) Specific Gravity, Gs: 2.77Height (mm) Initial vertical effective stress, '1 (kPa) 17.4Weight of container + sample (g) Final vertical effective stress, '1 (kPa) 206.5Weight of container (g) Initial effective isotropic stress, '3 (kPa) 17.4Total Unit Weight (kN/m3) Final effective isotropic stress, '3 (kPa) 157.6Dry Unit Weight (kN/m3) Pore Pressure (kPa) 347.5
Ratio of horizontal to vertical stress, K 0.78Before Saturation After Shear Volume change during consolidation, Vc (cm3) 2.29
Tin No. 80 B5 Initial height of specimen (cm) 8.69Weight of tin (g) 23.62 137.13 Initial area of specimen (cm2) 9.97Tin + Wet weight (g) 45.41 306.4 Initial volume of specimen (cm3) 86.63Tin + Dry weight (g) 40.41 264.61 Initial void ratio, ei 0.86Water Content (%) 29.8 32.8
Vertical Seating Pressure (kPa) Initial vertical effective stress, '1 (kPa)Cell Pressure, 3 (kPa) Initial Isotropic effective stress, '3 (kPa)Back Pressure (kPa) Initial Pore Pressure (kPa)Effective Stress (kPa) Strain rate (%/hr)Pore pressure coefficient, B
35.63
344.7
Water Content
358.513.8
1.00
348.6
Shear207.9
18.99
CU1
31.09
167.70
154.5
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
Consolidation
12-MTS-009
Specimen Data
July 26, 2012
ST-6 (TC09)
BH-003-12
Anchorage, US
1.0
Port of Anchorage
86.87
Saturation
13.8
14.63
Performed By: Checked By:
Date: Date:August 7, 2012
Comments / Observations:
PS EP JPS
August 27, 2012August 24, 2012 Date:
Approved By:
Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.:Initial Height (mm): 86.9 167.70 0.86
Initial Diameter (mm): 35.6 18.99 29.8
Specific Gravity, Gs: 2.77 14.63
Final Water Content (%): 32.8 1.00
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Port of Anchorage 12-MTS-009Anchorage, US July 26, 2012
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
BH-003-12 31.09ST-6 (TC09)
Weight of Specimen (g): Initial Void Ratio, ei:
Total Unit Weight (kN/m3): Natural Water Content (%):
Dry Unit Weight (kN/m3):
Pore pressure coefficient, B:
40
60
)
0
20
40
60
80
100
120
140
160
0 50 100 150 200 250 300 350
q (k
Pa)
p' (kPa)
Shear Phase Consolidation (ko = 0.78)
140
160
Comments:
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
PS EP
August 7, 2012 August 24, 2012
-120
-100
-80
-60
-40
-20
0
20
40
0 5 10 15 20
EXC
ES
S P
OR
E P
RE
SS
UR
E (k
Pa)
AXIAL STRAIN (%)
0
20
40
60
80
100
120
140
0 5 10 15 20
q (k
Pa)
AXIAL STRAIN (%)
Project: Project No.:
Location: Date:
Borehole: Station:
Sample No.: Depth (m):
Diameter (mm) Specific Gravity, Gs: 2.77Height (mm) Initial vertical effective stress, '1 (kPa) 12.3Weight of container + sample (g) Final vertical effective stress, '1 (kPa) 626.1Weight of container (g) Initial effective isotropic stress, '3 (kPa) 12.3Total Unit Weight (kN/m3) Final effective isotropic stress, '3 (kPa) 341.4Dry Unit Weight (kN/m3) Pore Pressure (kPa) 483.0
Ratio of horizontal to vertical stress, K 0.55Before Saturation After Shear Volume change during consolidation, Vc (cm3) 3.22
Tin No. 17 C31 Initial height of specimen (cm) 8.77Weight of tin (g) 24.91 196.52 Initial area of specimen (cm2) 9.79Tin + Wet weight (g) 57.62 367.21 Initial volume of specimen (cm3) 85.80Tin + Dry weight (g) 50.04 326.64 Initial void ratio, ei 0.81Water Content (%) 30.2 31.2
Vertical Seating Pressure (kPa) Initial vertical effective stress, '1 (kPa)Cell Pressure, 3 (kPa) Initial Isotropic effective stress, '3 (kPa)Back Pressure (kPa) Initial Pore Pressure (kPa)Effective Stress (kPa) Strain rate (%/hr)Pore pressure coefficient, B
35.30
496.4
Water Content
510.213.8
0.99
485.0
Shear666.0
19.58
CU1
31.09
171.210
358.3
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
Consolidation
12-MTS-009
Specimen Data
July 31, 2012
ST-6 (TC10)
BH-003-12
Anchorage, US
0.4
Port of Anchorage
87.67
Saturation
13.8
15.04
Performed By: Checked By:
Date: Date:August 10, 2012
Comments / Observations:
PS EP JPS
August 27, 2012August 24, 2012 Date:
Approved By:
Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.:Initial Height (mm): 87.7 171.21 0.81
Initial Diameter (mm): 35.3 19.58 30.2
Specific Gravity, Gs: 2.77 15.04
Final Water Content (%): 31.2 0.99
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Port of Anchorage 12-MTS-009Anchorage, US July 31, 2012
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
BH-003-12 31.09ST-6 (TC10)
Weight of Specimen (g): Initial Void Ratio, ei:
Total Unit Weight (kN/m3): Natural Water Content (%):
Dry Unit Weight (kN/m3):
Pore pressure coefficient, B:
100
150
)
0
50
100
150
200
250
0 100 200 300 400 500 600
q (k
Pa)
p' (kPa)
Shear Phase
Consolidation (ko = 0.55)
200
250
Comments:
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
PS EP
August 10, 2012 August 24, 2012
-150
-100
-50
0
50
100
0 5 10 15 20
EXC
ES
S P
OR
E P
RE
SS
UR
E (k
Pa)
AXIAL STRAIN (%)
0
50
100
150
200
0 5 10 15 20
q (k
Pa)
AXIAL STRAIN (%)
Project: Project No.:
Location: Date:
Borehole: Station:
Sample No.: Depth (m):
Diameter (mm) Specific Gravity, Gs: 2.74Height (mm) Initial vertical effective stress, '1 (kPa) 14.7Weight of container + sample (g) Final vertical effective stress, '1 (kPa) 623.6Weight of container (g) Initial effective isotropic stress, '3 (kPa) 14.7Total Unit Weight (kN/m3) Final effective isotropic stress, '3 (kPa) 340.4Dry Unit Weight (kN/m3) Pore Pressure (kPa) 477.5
Ratio of horizontal to vertical stress, K 0.55Before Saturation After Shear Volume change during consolidation, Vc (cm3) 4.76
Tin No. 89A C101 Initial height of specimen (cm) 7.70Weight of tin (g) 32 210.13 Initial area of specimen (cm2) 10.39Tin + Wet weight (g) 75.87 372.13 Initial volume of specimen (cm3) 79.98Tin + Dry weight (g) 68.32 336.63 Initial void ratio, ei 0.65Water Content (%) 20.8 28.1
Vertical Seating Pressure (kPa) Initial vertical effective stress, '1 (kPa)Cell Pressure, 3 (kPa) Initial Isotropic effective stress, '3 (kPa)Back Pressure (kPa) Initial Pore Pressure (kPa)Effective Stress (kPa) Strain rate (%/hr)Pore pressure coefficient, B
36.37
482.6
Water Content
496.413.8
1.00
483.4
Shear654.0
19.73
CU2
28.96
160.820
337.5
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
Consolidation
12-MTS-009
Specimen Data
August 12, 2012
ST-13 (TC11)
BH-001-12
Anchorage, US
1.0
Port of Anchorage
77.00
Saturation
13.8
16.33
Performed By: Checked By:
Date: Date:August 22, 2012
Comments / Observations:
PS ED JPS
August 27, 2012August 27, 2012 Date:
Approved By:
Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.:Initial Height (mm): 77.0 160.82 0.65
Initial Diameter (mm): 36.4 19.73 20.8
Specific Gravity, Gs: 2.74 16.33
Final Water Content (%): 28.1 1.00
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Port of Anchorage 12-MTS-009Anchorage, US August 12, 2012
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
BH-001-12 28.96ST-13 (TC11)
Weight of Specimen (g): Initial Void Ratio, ei:
Total Unit Weight (kN/m3): Natural Water Content (%):
Dry Unit Weight (kN/m3):
Pore pressure coefficient, B:
100
150
)
0
50
100
150
200
250
0 100 200 300 400 500 600
q (k
Pa)
p' (kPa)
Shear Phase Consolidation (k = 0.55)
200
250
Comments:
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
PS EP
August 22, 2012 August 27, 2012
-150
-100
-50
0
50
100
0 5 10 15 20
EXC
ES
S P
OR
E P
RE
SS
UR
E (k
Pa)
AXIAL STRAIN (%)
0
50
100
150
200
0 5 10 15 20
q (k
Pa)
AXIAL STRAIN (%)
Project: Project No.:
Location: Date:
Borehole: Station:
Sample No.: Depth (m):
Diameter (mm) Specific Gravity, Gs: 2.67Height (mm) Initial vertical effective stress, '1 (kPa) 14.3Weight of container + sample (g) Final vertical effective stress, '1 (kPa) 192.1Weight of container (g) Initial effective isotropic stress, '3 (kPa) 14.3Total Unit Weight (kN/m3) Final effective isotropic stress, '3 (kPa) 182.0Dry Unit Weight (kN/m3) Pore Pressure (kPa) 342.6
Ratio of horizontal to vertical stress, K 0.90Before Saturation After Shear Volume change during consolidation, Vc (cm3) 8.39
Tin No. 70 C09 Initial height of specimen (cm) 8.50Weight of tin (g) 32.86 215.68 Initial area of specimen (cm2) 10.56Tin + Wet weight (g) 86.59 397.1 Initial volume of specimen (cm3) 89.70Tin + Dry weight (g) 75.79 360.07 Initial void ratio, ei 0.65Water Content (%) 25.2 25.6
Vertical Seating Pressure (kPa) Initial vertical effective stress, '1 (kPa)Cell Pressure, 3 (kPa) Initial Isotropic effective stress, '3 (kPa)Back Pressure (kPa) Initial Pore Pressure (kPa)Effective Stress (kPa) Strain rate (%/hr)Pore pressure coefficient, B
36.66
344.7
Water Content
358.513.8
0.97
341.7
Shear190.9
19.83
CU1
29.72
181.370
181.5
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
Consolidation
12-MTS-009
Specimen Data
August 9, 2012
ST-14 (TC12)
BH-001-12
Anchorage, US
1.0
Port of Anchorage
84.98
Saturation
13.8
15.85
Performed By: Checked By:
Date: Date:August 22, 2012
Comments / Observations:
PS EP JPS
August 27, 2012August 24, 2012 Date:
Approved By:
Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.:Initial Height (mm): 85.0 181.37 0.65
Initial Diameter (mm): 36.7 19.83 25.2
Specific Gravity, Gs: 2.67 15.85
Final Water Content (%): 25.6 0.97
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Port of Anchorage 12-MTS-009Anchorage, US August 9, 2012
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
BH-001-12 29.72ST-14 (TC12)
Weight of Specimen (g): Initial Void Ratio, ei:
Total Unit Weight (kN/m3): Natural Water Content (%):
Dry Unit Weight (kN/m3):
Pore pressure coefficient, B:
40
60
)
0
50
100
150
200
250
0 100 200 300 400 500 600
q (k
Pa)
p' (kPa)
Shear Phase
Consolidation (k = 0.55)
Consolidation (k = 0.90)
200
250
Comments:
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
PS EP
August 22, 2012 August 24, 2012
-120
-100
-80
-60
-40
-20
0
20
40
0 5 10 15 20
EXC
ES
S P
OR
E P
RE
SS
UR
E (k
Pa)
AXIAL STRAIN (%)
0
50
100
150
200
0 5 10 15 20
q (k
Pa)
AXIAL STRAIN (%)
Project: Project No.:
Location: Date:
Borehole: Station:
Sample No.: Depth (m):
Diameter (mm) Specific Gravity, Gs: 2.75Height (mm) Initial vertical effective stress, '1 (kPa) 15.2Weight of container + sample (g) Final vertical effective stress, '1 (kPa) 105.8Weight of container (g) Initial effective isotropic stress, '3 (kPa) 15.2Total Unit Weight (kN/m3) Final effective isotropic stress, '3 (kPa) 117.3Dry Unit Weight (kN/m3) Pore Pressure (kPa) 346.6
Ratio of horizontal to vertical stress, K 1.10Before Saturation After Shear Volume change during consolidation, Vc (cm3) 11.76
Tin No. 81 12 Initial height of specimen (cm) 8.13Weight of tin (g) 23.64 210.86 Initial area of specimen (cm2) 9.97Tin + Wet weight (g) 41.49 364.97 Initial volume of specimen (cm3) 81.03Tin + Dry weight (g) 37.82 338.2 Initial void ratio, ei 0.74Water Content (%) 25.9 21.0
Vertical Seating Pressure (kPa) Initial vertical effective stress, '1 (kPa)Cell Pressure, 3 (kPa) Initial Isotropic effective stress, '3 (kPa)Back Pressure (kPa) Initial Pore Pressure (kPa)Effective Stress (kPa) Strain rate (%/hr)Pore pressure coefficient, B
35.63
344.7
Water Content
358.513.8
0.98
342.9
Shear100.2
19.55
CU2
30.94
161.510
118.4
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
Consolidation
12-MTS-009
Specimen Data
August 27, 2012
ST-15 (TC13)
BH-001-12
Anchorage, US
1.0
Port of Anchorage
81.26
Saturation
13.8
15.53
Performed By: Checked By:
Date: Date:August 15, 2012
Comments / Observations:
PS EP JPS
August 27, 2012August 24, 2012 Date:
Approved By:
Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.:Initial Height (mm): 81.3 161.51 0.74
Initial Diameter (mm): 35.6 19.55 25.9
Specific Gravity, Gs: 2.75 15.53
Final Water Content (%): 21.0 0.98
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Port of Anchorage 12-MTS-009Anchorage, US August 27, 2012
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
BH-001-12 30.94ST-15 (TC13)
Weight of Specimen (g): Initial Void Ratio, ei:
Total Unit Weight (kN/m3): Natural Water Content (%):
Dry Unit Weight (kN/m3):
Pore pressure coefficient, B:
20
40
)
-150
-100
-50
0
50
100
150
200
0 100 200 300 400 500 600
q (k
Pa)
p' (kPa)
Shear Phase
Consolidation (k = 0.55)
Consolidation (k = 1.1)
160
180
200
Comments:
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
PS EP
August 15, 2012 August 24, 2012
-120
-100
-80
-60
-40
-20
0
20
0 5 10 15 20
EXC
ES
S P
OR
E P
RE
SS
UR
E (k
Pa)
AXIAL STRAIN (%)
0
20
40
60
80
100
120
140
160
180
0 5 10 15 20
q (k
Pa)
AXIAL STRAIN (%)
Project: Project No.:
Location: Date:
Borehole: Station:
Sample No.: Depth (m):
Diameter (mm) Specific Gravity, Gs: 2.86Height (mm) Initial vertical effective stress, '1 (kPa) 13.2Weight of container + sample (g) Final vertical effective stress, '1 (kPa) 621.1Weight of container (g) Initial effective isotropic stress, '3 (kPa) 13.2Total Unit Weight (kN/m3) Final effective isotropic stress, '3 (kPa) 334.4Dry Unit Weight (kN/m3) Pore Pressure (kPa) 340.4
Ratio of horizontal to vertical stress, K 0.50Before Saturation After Shear Volume change during consolidation, Vc (cm3) 6.62
Tin No. 17 D11 Initial height of specimen (cm) 7.35Weight of tin (g) 24.9 210.41 Initial area of specimen (cm2) 10.00Tin + Wet weight (g) 95.1 342.41 Initial volume of specimen (cm3) 73.50Tin + Dry weight (g) 77.22 317.1 Initial void ratio, ei 1.02Water Content (%) 34.2 23.7
Vertical Seating Pressure (kPa) Initial vertical effective stress, '1 (kPa)Cell Pressure, 3 (kPa) Initial Isotropic effective stress, '3 (kPa)Back Pressure (kPa) Initial Pore Pressure (kPa)Effective Stress (kPa) Strain rate (%/hr)Pore pressure coefficient, B
35.68
344.7
Water Content
358.513.8
1.00
341.1
Shear624.2
18.61
CU1
30.72
139.450
337.8
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
Consolidation
12-MTS-009
Specimen Data
August 24, 2012
ST-13 (TC14)
BH-004-12
Anchorage, US
1.0
Port of Anchorage
73.50
Saturation
13.8
13.87
Performed By: Checked By:
Date: Date:August 25, 2012
Comments / Observations:
PS EP JPS
August 27, 2012August 27, 2012 Date:
Approved By:
Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.:Initial Height (mm): 73.5 139.45 1.02
Initial Diameter (mm): 35.7 18.61 34.2
Specific Gravity, Gs: 2.86 13.87
Final Water Content (%): 23.7 1.00
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Port of Anchorage 12-MTS-009Anchorage, US August 24, 2012
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
BH-004-12 30.72ST-13 (TC14)
Weight of Specimen (g): Initial Void Ratio, ei:
Total Unit Weight (kN/m3): Natural Water Content (%):
Dry Unit Weight (kN/m3):
Pore pressure coefficient, B:
150
200
)
0
50
100
150
200
250
0 100 200 300 400 500 600
q (k
Pa)
p' (kPa)
Shear Phase
ko Consolidation (ko = 0.5)
200
250
Comments:
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
PS EP
August 25, 2012 August 27, 2012
-150
-100
-50
0
50
100
150
0 5 10 15 20
EXC
ES
S P
OR
E P
RE
SS
UR
E (k
Pa)
AXIAL STRAIN (%)
0
50
100
150
200
0 5 10 15 20
q (k
Pa)
AXIAL STRAIN (%)
Project: Project No.:
Location: Date:
Borehole: Station:
Sample No.: Depth (m):
Diameter (mm) Specific Gravity, Gs: 2.83Height (mm) Initial vertical effective stress, '1 (kPa) 22.0Weight of container + sample (g) Final vertical effective stress, '1 (kPa) 226.4Weight of container (g) Initial effective isotropic stress, '3 (kPa) 22.0Total Unit Weight (kN/m3) Final effective isotropic stress, '3 (kPa) 210.2Dry Unit Weight (kN/m3) Pore Pressure (kPa) 342.6
Ratio of horizontal to vertical stress, K 0.50Before Saturation After Shear Volume change during consolidation, Vc (cm3) 10.97
Tin No. 111 C30 Initial height of specimen (cm) 7.99Weight of tin (g) 33.11 199.13 Initial area of specimen (cm2) 10.05Tin + Wet weight (g) 47.35 342.21 Initial volume of specimen (cm3) 80.34Tin + Dry weight (g) 43.82 310.3 Initial void ratio, ei 0.99Water Content (%) 33.0 28.7
Vertical Seating Pressure (kPa) Initial vertical effective stress, '1 (kPa)Cell Pressure, 3 (kPa) Initial Isotropic effective stress, '3 (kPa)Back Pressure (kPa) Initial Pore Pressure (kPa)Effective Stress (kPa) Strain rate (%/hr)Pore pressure coefficient, B
35.78
344.7
Water Content
358.513.8
0.95
341.8
Shear220.4
18.55
CU3
29.19
151.910
205.4
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
Consolidation
12-MTS-009
Specimen Data
August 19, 2012
ST-11 (TC15)
BH-004-12
Anchorage, US
1.0
Port of Anchorage
79.92
Saturation
13.8
13.95
Performed By: Checked By:
Date: Date:August 24, 2012
Comments / Observations:
PS EP JPS
August 27, 2012August 27, 2012 Date:
Approved By:
Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.:Initial Height (mm): 79.9 151.91 0.99
Initial Diameter (mm): 35.8 18.55 33.0
Specific Gravity, Gs: 2.83 13.95
Final Water Content (%): 28.7 0.95
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Port of Anchorage 12-MTS-009Anchorage, US August 19, 2012
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
BH-004-12 29.19ST-11 (TC15)
Weight of Specimen (g): Initial Void Ratio, ei:
Total Unit Weight (kN/m3): Natural Water Content (%):
Dry Unit Weight (kN/m3):
Pore pressure coefficient, B:
40
60
)
020406080
100120140160180200
0 100 200 300 400 500 600
q (k
Pa)
p' (kPa)
Shear Phase
Consolidation (ko = 0.55)
Consolidation (ko = 0.90)
160
180
200
Comments:
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
PS EP
August 24, 2012 August 27, 2012
-120
-100
-80
-60
-40
-20
0
20
40
0 5 10 15
EXC
ES
S P
OR
E P
RE
SS
UR
E (k
Pa)
AXIAL STRAIN (%)
0
20
40
60
80
100
120
140
160
180
0 5 10 15
q (k
Pa)
AXIAL STRAIN (%)
Project: Project No.:
Location: Date:
Borehole: Station:
Sample No.: Depth (m):
Diameter (mm) Specific Gravity, Gs: 2.83Height (mm) Initial vertical effective stress, '1 (kPa) 12.9Weight of container + sample (g) Final vertical effective stress, '1 (kPa) 119.0Weight of container (g) Initial effective isotropic stress, '3 (kPa) 12.9Total Unit Weight (kN/m3) Final effective isotropic stress, '3 (kPa) 859.2Dry Unit Weight (kN/m3) Pore Pressure (kPa) 367.3
Ratio of horizontal to vertical stress, K 0.50Before Saturation After Shear Volume change during consolidation, Vc (cm3) -0.68
Tin No. 6 C09 Initial height of specimen (cm) 7.83Weight of tin (g) 34.92 215.67 Initial area of specimen (cm2) 9.89Tin + Wet weight (g) 132.14 358.72 Initial volume of specimen (cm3) 77.44Tin + Dry weight (g) 110.14 329.07 Initial void ratio, ei 0.88Water Content (%) 29.2 26.1
Vertical Seating Pressure (kPa) Initial vertical effective stress, '1 (kPa)Cell Pressure, 3 (kPa) Initial Isotropic effective stress, '3 (kPa)Back Pressure (kPa) Initial Pore Pressure (kPa)Effective Stress (kPa) Strain rate (%/hr)Pore pressure coefficient, B
Port of Anchorage
78.29
Saturation
13.8
14.76
1.0
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
Consolidation
12-MTS-009
Specimen Data
August 19, 2012
ST-11 (TC16)
BH-004-12
Anchorage, US
367.0
Shear113.5
19.07
CU1
29.19
150.550
128.7
35.49
344.7
Water Content
358.513.8
0.98
Performed By: Checked By:
Date: Date:
JPS
August 27, 2012August 27, 2012 Date:
Approved By:EP
August 24, 2012
Comments / Observations:
PS
Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.:Initial Height (mm): 78.3 150.55 0.88
Initial Diameter (mm): 35.5 19.07 29.2
Specific Gravity, Gs: 2.83 14.76
Final Water Content (%): 26.1 0.98
Total Unit Weight (kN/m3): Natural Water Content (%):
Dry Unit Weight (kN/m3):
Pore pressure coefficient, B:
BH-004-12 29.19ST-11 (TC16)
Weight of Specimen (g): Initial Void Ratio, ei:
MEG TECHNICAL SERVICES(A Division of MEG Consulting Limited)
Port of Anchorage 12-MTS-009Anchorage, US August 19, 2012
Consolidated-Undrained Triaxial Compression Test (ASTM D 4767)
20
40
)
-150
-100
-50
0
50
100
150
200
0 50 100 150 200 250 300 350 400 450
q (k
Pa)
p' (kPa)
Shear Phase
Consolidation (ko = 0.55)
Consolidation (ko = 1.1)
160
180
Comments:
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
PS EP
August 24, 2012 August 27, 2012
-120
-100
-80
-60
-40
-20
0
20
0 5 10 15 20
EXC
ES
S P
OR
E P
RE
SS
UR
E (k
Pa)
AXIAL STRAIN (%)
0
20
40
60
80
100
120
140
160
0 5 10 15 20
q (k
Pa)
AXIAL STRAIN (%)
CH2M Hill 12-MTS-009 Port of Anchorage – Anchorage, US Static & Dynamic Laboratory Tests August 2012
MEG Consulting Limited
APPENDIX B.9
STATIC DIRECT SIMPLE SHEAR (DSS)
MEG TECHNICAL SERVICES (A Division of MEG Consulting Limited)
DIRECT SIMPLE SHEAR TEST (ASTM D 6528)Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.: Station:Initial Height (mm): 23.6 195.38 0.66
Diameter of Ring (mm): 72.6 19.62 0.56
Specific Gravity, Gs: 2.71 15.99 22.7
Final Water Content (%): 23.0 92.8 >100Final Degree of Saturation, Sr (%):
Dry Unit Weight (kN/m3): Natural Water Content (%):
28.80Static DSS
Anchorage, US
ST-3 (DSS-01)Weight of Specimen (g):
12-MTS-009Port of Anchorage
BH-003-12July 15, 2012
Initial Degree of Saturation, Sr (%):
Initial Void Ratio, eo:
Total Unit Weight (kN/m3): Final Void Ratio, ef:
0
50
100
150
200
0 50 100 150 200 250 300 350 400 450
SHEA
R S
TRES
S,
(kPa
)
EFFECTIVE VERTICAL STRESS 'v (kPa)
Comments: Sample OCR = 2 (sample loaded to 1000 kPa and unloaded to 250 kPa)
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
19.6
July 25, 2012
PS
July 26, 2012
250
Overconsolidation Ratio, (OCR)
Total Unit Weight (kN/m3)
Effective Vertical Stress, 'v (kPa)Sample No.
Type of Test: Constant Volume
4
MJ
ST-3 (DSS-01) 28.80
Depth (m)
EFFECTIVE VERTICAL STRESS v (kPa)
0
50
100
150
200
0 5 10 15 20
SHEA
R S
TRES
S,
(kPa
)
SHEAR STRAIN, (%)
-200
-150
-100
-50
0
0 5 10 15 20
vo
-v
(kPa
)
SHEAR STRAIN, (%)
MEG TECHNICAL SERVICES (A Division of MEG Consulting Limited)
DIRECT SIMPLE SHEAR TEST (ASTM D 6528)Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.: Station:Initial Height (mm): 23.6 205.04 0.59
Diameter of Ring (mm): 72.6 20.59 0.45
Specific Gravity, Gs: 2.72 16.83 22.3
Final Water Content (%): 19.5 100.0 >100
12-MTS-009Port of Anchorage
BH 003-12June 20, 2012
Initial Degree of Saturation, Sr (%):
Initial Void Ratio, eo:
Total Unit Weight (kN/m3): Final Void Ratio, ef:
US
ST 2 (DSS2a)Weight of Specimen (g):
28.29DSS #2
Final Degree of Saturation, Sr (%):
Dry Unit Weight (kN/m3): Natural Water Content (%):
0
50
100
150
200
250
300
350
400
450
0 200 400 600 800 1000 1200
SH
EA
R S
TRE
SS
,
(kP
a)
EFFECTIVE VERTICAL STRESS 'v (kPa)
450 250
Comments: Sample OCR = 2 (sample loaded to 1800 kPa and unloaded to 900 kPa)
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
Depth (m)
2
MJ
ST 2 (DSS2a) 28.29
Total Unit Weight (kN/m3)
Effective Vertical Stress, 'v (kPa)Sample No.
Type of Test: Constant Volume
20.6
June 26, 2012
PS
July 3, 2012
900
Overconsolidation Ratio, (OCR)
0
50
100
150
200
250
300
350
400
450
0 5 10 15 20
SH
EA
R S
TRE
SS
,
(kP
a)
SHEAR STRAIN, (%)
-150
-100
-50
0
50
100
150
200
250
0 5 10 15 20
vo
-v
(kP
a)
SHEAR STRAIN, (%)
MEG TECHNICAL SERVICES (A Division of MEG Consulting Limited)
DIRECT SIMPLE SHEAR TEST (ASTM D 6528)Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.: Station:Initial Height (mm): 23.6 199.19 0.60
Diameter of Ring (mm): 72.6 20.00 0.48
Specific Gravity, Gs: 2.71 16.60 20.5
Final Water Content (%): 21.2 92.4 >100
12-MTS-009Port of Anchorage
BH-003-12July 1, 2012
Initial Degree of Saturation, Sr (%):
Initial Void Ratio, eo:
Total Unit Weight (kN/m3): Final Void Ratio, ef:
US
ST-3 (DSS2b)Weight of Specimen (g):
29.20DSS #2
Final Degree of Saturation, Sr (%):
Dry Unit Weight (kN/m3): Natural Water Content (%):
0
50
100
150
200
250
300
350
400
450
0 200 400 600 800 1000 1200
SH
EA
R S
TRE
SS
,
(kP
a)
EFFECTIVE VERTICAL STRESS 'v (kPa)
450 150
Comments: Sample OCR = 2 (sample loaded to 1800 kPa and unloaded to 900 kPa)
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
Depth (m)
2
MJ
ST-3 (DSS2b) 29.20
Total Unit Weight (kN/m3)
Effective Vertical Stress, 'v (kPa)Sample No.
Type of Test: Constant Volume
20.0
July 10, 2012
PS
July 12, 2012
900
Overconsolidation Ratio, (OCR)
0
50
100
150
200
250
300
350
400
450
0 5 10 15 20
SH
EA
R S
TRE
SS
,
(kP
a)
SHEAR STRAIN, (%)
-150
-100
-50
0
50
100
150
0 5 10 15 20
vo
-v
(kP
a)
SHEAR STRAIN, (%)
MEG TECHNICAL SERVICES (A Division of MEG Consulting Limited)
DIRECT SIMPLE SHEAR TEST (ASTM D 6528)Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.: Station:Initial Height (mm): 23.6 203.50 0.62
Diameter of Ring (mm): 72.6 20.43 0.47
Specific Gravity, Gs: 2.75 16.65 22.7
Final Water Content (%): 20.3 100.0 >100Final Degree of Saturation, Sr (%):
Dry Unit Weight (kN/m3): Natural Water Content (%):
29.56DSS #2
US
ST4 (DSS2c)Weight of Specimen (g):
12-MTS-009Port of Anchorage
BH-003-12June 27, 2012
Initial Degree of Saturation, Sr (%):
Initial Void Ratio, eo:
Total Unit Weight (kN/m3): Final Void Ratio, ef:
0
50
100
150
200
250
300
350
400
450
0 200 400 600 800 1000 1200
SH
EA
R S
TRE
SS
,
(kP
a)
EFFECTIVE VERTICAL STRESS 'v (kPa)
450 150
Comments: Sample OCR = 2 (sample loaded to 1800 kPa and unloaded to 900 kPa)
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
20.4
July 18, 2012
PS
July 19, 2012
900
Overconsolidation Ratio, (OCR)
Total Unit Weight (kN/m3)
Effective Vertical Stress, 'v (kPa)Sample No.
Type of Test: Constant Volume
2
MJ
ST4 (DSS2c) 29.56
Depth (m)
0
50
100
150
200
250
300
350
400
450
0 5 10 15 20
SH
EA
R S
TRE
SS
,
(kP
a)
SHEAR STRAIN, (%)
-150
-100
-50
0
50
100
150
0 5 10 15 20
vo
-v
(kP
a)
SHEAR STRAIN, (%)
MEG TECHNICAL SERVICES (A Division of MEG Consulting Limited)
DIRECT SIMPLE SHEAR TEST (ASTM D 6528)Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.: Station:Initial Height (mm): 23.6 202.90 0.66
Diameter of Ring (mm): 72.6 20.37 0.54
Specific Gravity, Gs: 2.74 16.18 25.9
Final Water Content (%): 24.0 >100 >100Final Degree of Saturation, Sr (%):
Dry Unit Weight (kN/m3): Natural Water Content (%):
30.33DSS #2
US
ST-5 (DSS2d)Weight of Specimen (g):
12-MTS-009Port of Anchorage
BH-003-12July 5, 2012
Initial Degree of Saturation, Sr (%):
Initial Void Ratio, eo:
Total Unit Weight (kN/m3): Final Void Ratio, ef:
0
50
100
150
200
250
300
0 100 200 300 400 500 600
SHEA
R S
TRES
S,
(kPa
)
EFFECTIVE VERTICAL STRESS 'v (kPa)
Comments: Sample OCR = 2 (sample loaded to 1000 kPa and unloaded to 500 kPa)
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
20.4
July 10, 2012
PS
July 12, 2012
500
Overconsolidation Ratio, (OCR)
Total Unit Weight (kN/m3)
Effective Vertical Stress, 'v (kPa)Sample No.
Type of Test: Constant Volume
2
MJ
ST-5 (DSS2d) 30.33
Depth (m)
EFFECTIVE VERTICAL STRESS v (kPa)
0
50
100
150
200
250
300
0 5 10 15 20
SHEA
R S
TRES
S,
(kPa
)
SHEAR STRAIN, (%)
-70
-50
-30
-10
10
30
50
70
90
0 5 10 15 20
vo
-v
(kPa
)
SHEAR STRAIN, (%)
MEG TECHNICAL SERVICES (A Division of MEG Consulting Limited)
DIRECT SIMPLE SHEAR TEST (ASTM D 6528)Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.: Station:Initial Height (mm): 22.4 161.20 0.57
Diameter of Ring (mm): 66.5 20.34 0.44
Specific Gravity, Gs: 2.71 16.93 20.1
Final Water Content (%): 21.0 95.6 >100Final Degree of Saturation, Sr (%):
Dry Unit Weight (kN/m3): Natural Water Content (%):
37.95Static DSS
Anchorage, US
ST-9 (DSS-03)Weight of Specimen (g):
12-MTS-009Port of Anchorage
BH-003-12July 10, 2012
Initial Degree of Saturation, Sr (%):
Initial Void Ratio, eo:
Total Unit Weight (kN/m3): Final Void Ratio, ef:
0
50
100
150
200
250
300
0 200 400 600 800 1000 1200
SH
EA
R S
TRE
SS
,
(kP
a)
EFFECTIVE VERTICAL STRESS 'v (kPa)
300 600
Comments: Sample OCR = 1 (consolidated to 1000 kPa )
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
20.3
July 25, 2012
GF
July 26, 2012
1000
Overconsolidation Ratio, (OCR)
Total Unit Weight (kN/m3)
Effective Vertical Stress, 'v (kPa)Sample No.
Type of Test: Constant Volume
1
PS
ST-9 (DSS-03) 37.95
Depth (m)
0
50
100
150
200
250
300
0 5 10 15 20
SH
EA
R S
TRE
SS
,
(kP
a)
SHEAR STRAIN, (%)
0
100
200
300
400
500
600
0 5 10 15 20
vo
-v
(kP
a)
SHEAR STRAIN, (%)
MEG TECHNICAL SERVICES (A Division of MEG Consulting Limited)
DIRECT SIMPLE SHEAR TEST (ASTM D 6528)Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.: Station:Initial Height (mm): 23.6 200.65 0.57
Diameter of Ring (mm): 72.6 20.15 0.48
Specific Gravity, Gs: 2.61 16.30 23.6
Final Water Content (%): 22.2 >100 >100
12-MTS-009Port of Anchorage
BH-003-12July 10, 2012
Initial Degree of Saturation, Sr (%):
Initial Void Ratio, eo:
Total Unit Weight (kN/m3): Final Void Ratio, ef:
US
ST10 (DSS04)Weight of Specimen (g):
39.01DSS #2
Final Degree of Saturation, Sr (%):
Dry Unit Weight (kN/m3): Natural Water Content (%):
0
50
100
150
200
250
0 100 200 300 400 500 600
SHEA
R S
TRES
S,
(kPa
)
EFFECTIVE VERTICAL STRESS 'v (kPa)
Comments: Sample OCR = 2 (sample loaded to 1000 kPa and unloaded to 500 kPa)
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
Depth (m)
2
MJ
ST10 (DSS04) 39.01
Total Unit Weight (kN/m3)
Effective Vertical Stress, 'v (kPa)Sample No.
Type of Test: Constant Volume
20.1
July 18, 2012
PS
July 19, 2012
500
Overconsolidation Ratio, (OCR)
EFFECTIVE VERTICAL STRESS v (kPa)
0
50
100
150
200
250
0 5 10 15 20
SHEA
R S
TRES
S,
(kPa
)
SHEAR STRAIN, (%)
-120
-100
-80
-60
-40
-20
0
20
40
60
80
0 5 10 15 20
vo
-v
(kPa
)
SHEAR STRAIN, (%)
MEG TECHNICAL SERVICES (A Division of MEG Consulting Limited)
DIRECT SIMPLE SHEAR TEST (ASTM D 6528)Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.: Station:Initial Height (mm): 22.4 160.32 0.65
Diameter of Ring (mm): 66.5 20.22 0.47
Specific Gravity, Gs: 2.79 16.56 22.1
Final Water Content (%): 22.4 94.3 <100
12-MTS-009Port of Anchorage
BH-003-12July 12, 2012
Initial Degree of Saturation, Sr (%):
Initial Void Ratio, eo:
Total Unit Weight (kN/m3): Final Void Ratio, ef:
Anchorage, US
ST-12 (DSS-05)Weight of Specimen (g):
40.08Static DSS
Final Degree of Saturation, Sr (%):
Dry Unit Weight (kN/m3): Natural Water Content (%):
0
20
40
60
80
100
120
140
160
180
200
0 50 100 150 200 250 300 350 400
SHEA
R S
TRES
S,
(kPa
)
EFFECTIVE VERTICAL STRESS 'v (kPa)
Comments: Sample OCR = 5 (consolidated to 200 kPa )
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: July 27, 2012
Depth (m)
5
MJ
ST-12 (DSS-05) 40.08
Total Unit Weight (kN/m3)
Effective Vertical Stress, 'v (kPa)Sample No.
Type of Test: Constant Volume
20.2
July 25, 2012
PS
July 26, 2012
200
Overconsolidation Ratio, (OCR)
EFFECTIVE VERTICAL STRESS v (kPa)
0
20
40
60
80
100
120
140
160
180
200
0 5 10 15 20
SHEA
R S
TRES
S,
(kPa
)
SHEAR STRAIN, (%)
-200
-180
-160
-140
-120
-100
-80
-60
-40
-20
0
0 5 10 15 20
vo
-v
(kPa
)
SHEAR STRAIN, (%)
MEG TECHNICAL SERVICES (A Division of MEG Consulting Limited)
DIRECT SIMPLE SHEAR TEST (ASTM D 6528)Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.: Station:Initial Height (mm): 23.6 204.59 0.60
Diameter of Ring (mm): 72.6 20.54 0.49
Specific Gravity, Gs: 2.73 16.75 22.7
Final Water Content (%): 23.0 100.0 >100Final Degree of Saturation, Sr (%):
Dry Unit Weight (kN/m3): Natural Water Content (%):
42.67DSS #2
US
ST15 (DSS06)Weight of Specimen (g):
12-MTS-009Port of Anchorage
BH-003-12July 13, 2012
Initial Degree of Saturation, Sr (%):
Initial Void Ratio, eo:
Total Unit Weight (kN/m3): Final Void Ratio, ef:
0
20
40
60
80
100
120
140
160
180
0 50 100 150 200 250 300 350
SH
EA
R S
TRE
SS
,
(kP
a)
EFFECTIVE VERTICAL STRESS 'v (kPa)
180 20
Comments: Sample OCR = 8 (consolidated to 1000 kPa and unloaded to 125 kPa)
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
20.5
July 18, 2012
PS
July 19, 2012
125
Overconsolidation Ratio, (OCR)
Total Unit Weight (kN/m3)
Effective Vertical Stress, 'v (kPa)Sample No.
Type of Test: Constant Volume
8
MJ
ST15 (DSS06) 42.67
Depth (m)
0
20
40
60
80
100
120
140
160
180
0 5 10 15 20
SH
EA
R S
TRE
SS
,
(kP
a)
SHEAR STRAIN, (%)
-180
-160
-140
-120
-100
-80
-60
-40
-20
0
20
0 5 10 15 20
vo
-v
(kP
a)
SHEAR STRAIN, (%)
MEG TECHNICAL SERVICES (A Division of MEG Consulting Limited)
DIRECT SIMPLE SHEAR TEST (ASTM D 6528)Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.: Station:Initial Height (mm): 22.4 168.40 0.49
Diameter of Ring (mm): 66.5 21.23 0.42
Specific Gravity, Gs: 2.72 17.86 18.9
Final Water Content (%): 22.7 >100 >100Final Degree of Saturation, Sr (%):
Dry Unit Weight (kN/m3): Natural Water Content (%):
27.88Static DSS
Anchorage, US
ST-2 (DSS07)Weight of Specimen (g):
12-MTS-009Port of Anchorage
BH-003-12July 10, 2012
Initial Degree of Saturation, Sr (%):
Initial Void Ratio, eo:
Total Unit Weight (kN/m3): Final Void Ratio, ef:
0
5
10
15
20
25
30
0 10 20 30 40 50 60
SHEA
R S
TRES
S,
(kPa
)
EFFECTIVE VERTICAL STRESS 'v (kPa)
Comments:
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
21.2
July 25, 2012
PS
July 26, 2012
50
Total Unit Weight (kN/m3)
Effective Vertical Stress, 'v (kPa)Sample No.
Type of Test: Constant Volume
MJ
ST-2 (DSS07) 27.88
Depth (m)
EFFECTIVE VERTICAL STRESS v (kPa)
0
5
10
15
20
25
30
0 5 10 15 20
SHEA
R S
TRES
S,
(kPa
)
SHEAR STRAIN, (%)
0
5
10
15
20
25
30
0 5 10 15 20
vo
-v
(kPa
)
SHEAR STRAIN, (%)
MEG TECHNICAL SERVICES (A Division of MEG Consulting Limited)
DIRECT SIMPLE SHEAR TEST (ASTM D 6528)Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.: Station:Initial Height (mm): 22.4 160.83 0.58
Diameter of Ring (mm): 66.5 20.28 0.52
Specific Gravity, Gs: 2.72 16.87 20.2
Final Water Content (%): 22.0 94.4 >100Final Degree of Saturation, Sr (%):
Dry Unit Weight (kN/m3): Natural Water Content (%):
28.04Static DSS
Anchorage, US
ST-2 (DSS08)Weight of Specimen (g):
12-MTS-009Port of Anchorage
BH-003-12July 18, 2012
Initial Degree of Saturation, Sr (%):
Initial Void Ratio, eo:
Total Unit Weight (kN/m3): Final Void Ratio, ef:
0
10
20
30
0 20 40 60 80 100 120
SH
EA
R S
TRE
SS
,
(kP
a)
EFFECTIVE VERTICAL STRESS 'v (kPa)
30 80
Comments:
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: July 27, 2012
20.3
July 25, 2012
PS
July 26, 2012
100
Total Unit Weight (kN/m3)
Effective Vertical Stress, 'v (kPa)Sample No.
Type of Test: Constant Volume
MJ
ST-2 (DSS08) 28.04
Depth (m)
0
10
20
30
0 5 10 15 20
SH
EA
R S
TRE
SS
,
(kP
a)
SHEAR STRAIN, (%)
0
20
40
60
80
0 5 10 15 20
vo
-v
(kP
a)
SHEAR STRAIN, (%)
MEG TECHNICAL SERVICES (A Division of MEG Consulting Limited)
DIRECT SIMPLE SHEAR TEST (ASTM D 6528)Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.: Station:Initial Height (mm): 21.4 171.96 0.69
Diameter of Ring (mm): 72.6 19.04 0.50
Specific Gravity, Gs: 2.72 15.80 20.5
Final Water Content (%): 21.4 81.0 >100
12-MTS-009Port of Anchorage
BH-003-12July 18, 2012
Initial Degree of Saturation, Sr (%):
Initial Void Ratio, eo:
Total Unit Weight (kN/m3): Final Void Ratio, ef:
Anchorage, US
ST-2 (DSS09)Weight of Specimen (g):
28.04Static DSS
Final Degree of Saturation, Sr (%):
Dry Unit Weight (kN/m3): Natural Water Content (%):
0
10
20
30
40
50
0 50 100 150 200 250
SH
EA
R S
TRE
SS
,
(kP
a)
EFFECTIVE VERTICAL STRESS 'v (kPa)
50 100
Comments:
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
Depth (m)
MJ
ST-2 (DSS09) 28.04
Total Unit Weight (kN/m3)
Effective Vertical Stress, 'v (kPa)Sample No.
Type of Test: Constant Volume
19.0
July 25, 2012
PS
July 25, 2012
200
0
10
20
30
40
50
0 5 10 15 20
SH
EA
R S
TRE
SS
,
(kP
a)
SHEAR STRAIN, (%)
0
20
40
60
80
100
0 5 10 15 20
vo
-v
(kP
a)
SHEAR STRAIN, (%)
MEG TECHNICAL SERVICES (A Division of MEG Consulting Limited)
DIRECT SIMPLE SHEAR TEST (ASTM D 6528)Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.: Station:Initial Height (mm): 23.6 190.88 0.85
Diameter of Ring (mm): 72.6 19.17 0.74
Specific Gravity, Gs: 2.77 14.67 30.6
Final Water Content (%): 29.6 99.6 >100
12-MTS-009Port of Anchorage
BH-003-12July 20, 2012
Initial Degree of Saturation, Sr (%):
Initial Void Ratio, eo:
Total Unit Weight (kN/m3): Final Void Ratio, ef:
Anchorage, US
ST-6 (DSS10)Weight of Specimen (g):
31.09Static DSS
Final Degree of Saturation, Sr (%):
Dry Unit Weight (kN/m3): Natural Water Content (%):
0
50
100
150
200
0 100 200 300 400 500 600 700
SH
EA
R S
TRE
SS
,
(kP
a)
EFFECTIVE VERTICAL STRESS 'v (kPa)
200 300
Comments:
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
Depth (m)
MJ
ST-6 (DSS10) 31.09
Total Unit Weight (kN/m3)
Effective Vertical Stress, 'v (kPa)Sample No.
Type of Test: Constant Volume
19.2
July 25, 2012
PS
July 26, 2012
600
0
50
100
150
200
0 5 10 15 20
SH
EA
R S
TRE
SS
,
(kP
a)
SHEAR STRAIN, (%)
0
50
100
150
200
250
300
0 5 10 15 20
vo
-v
(kP
a)
SHEAR STRAIN, (%)
MEG TECHNICAL SERVICES (A Division of MEG Consulting Limited)
DIRECT SIMPLE SHEAR TEST (ASTM D 6528)Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.: Station:Initial Height (mm): 23.6 193.11 0.76
Diameter of Ring (mm): 72.6 19.39 0.73
Specific Gravity, Gs: 2.74 15.27 27.0
Final Water Content (%): 28.5 97.2 >100
12-MTS-009Port of Anchorage
BH-001-12July 27, 2012
Initial Degree of Saturation, Sr (%):
Initial Void Ratio, eo:
Total Unit Weight (kN/m3):
Anchorage, US
ST-13 (DSS11)Weight of Specimen (g):
Final Void Ratio, ef:
28.80DSS#2
Final Degree of Saturation, Sr (%):
Dry Unit Weight (kN/m3): Natural Water Content (%):
0
5
10
15
20
25
30
35
0 10 20 30 40 50 60
SHEA
R S
TRES
S,
(kPa
)
EFFECTIVE VERTICAL STRESS 'v (kPa)
Comments:
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
Depth (m)
Type of Test: Constant Volume
PS
ST-13 (DSS11) 28.80
Total Unit Weight (kN/m3)
Effective Vertical Stress, 'v (kPa)Sample No.
19.4
August 1, 2012
GF
August 24, 2012
50
EFFECTIVE VERTICAL STRESS v (kPa)
0
5
10
15
20
25
30
35
0 5 10 15 20
SHEA
R S
TRES
S,
(kPa
)
SHEAR STRAIN, (%)
0
10
20
30
40
50
60
70
80
90
100
0 5 10 15 20
vo
-v
(kPa
)
SHEAR STRAIN, (%)
MEG TECHNICAL SERVICES (A Division of MEG Consulting Limited)
DIRECT SIMPLE SHEAR TEST (ASTM D 6528)Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.: Station:Initial Height (mm): 23.6 198.28 0.70
Diameter of Ring (mm): 72.6 19.91 0.69
Specific Gravity, Gs: 2.74 15.78 26.2
Final Water Content (%): 28.1 >100 >100Final Degree of Saturation, Sr (%):
Dry Unit Weight (kN/m3): Natural Water Content (%):
Final Void Ratio, ef:
29.11DSS#2
Anchorage, US
ST-13 (DSS12)Weight of Specimen (g):
12-MTS-009Port of Anchorage
BH-001-12July 30, 2012
Initial Degree of Saturation, Sr (%):
Initial Void Ratio, eo:
Total Unit Weight (kN/m3):
0
10
20
30
40
50
60
0 20 40 60 80 100 120
SHEA
R S
TRES
S,
(kPa
)
EFFECTIVE VERTICAL STRESS 'v (kPa)
Comments:
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
19.9
August 01, 2012
GF
August 24, 2012
100
Total Unit Weight (kN/m3)
Effective Vertical Stress, 'v (kPa)Sample No.
PS
ST-13 (DSS12) 29.11
Depth (m)
Type of Test: Constant Volume
EFFECTIVE VERTICAL STRESS v (kPa)
0
10
20
30
40
50
60
0 5 10 15 20
SHEA
R S
TRES
S,
(kPa
)
SHEAR STRAIN, (%)
0
50
100
150
200
250
300
0 5 10 15 20
vo
-v
(kPa
)
SHEAR STRAIN, (%)
MEG TECHNICAL SERVICES (A Division of MEG Consulting Limited)
DIRECT SIMPLE SHEAR TEST (ASTM D 6528)Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.: Station:Initial Height (mm): 22.4 150.53 0.77
Diameter of Ring (mm): 66.4 19.04 0.49
Specific Gravity, Gs: 2.74 15.17 25.5
Final Water Content (%): 25.7 90.5 >100
12-MTS-009Port of Anchorage
BH-001-12July 30, 2012
Initial Degree of Saturation, Sr (%):
Initial Void Ratio, eo:
Total Unit Weight (kN/m3):
Anchorage, US
ST-14 (DSS13)Weight of Specimen (g):
Final Void Ratio, ef:
29.72Static DSS
Final Degree of Saturation, Sr (%):
Dry Unit Weight (kN/m3): Natural Water Content (%):
0
20
40
60
80
100
120
140
160
180
0 100 200 300 400 500 600 700
SHEA
R S
TRES
S,
(kPa
)
EFFECTIVE VERTICAL STRESS 'v (kPa)
Comments:
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
Depth (m)
Type of Test: Constant Volume
PS
ST-14 (DSS13) 29.72
Total Unit Weight (kN/m3)
Effective Vertical Stress, 'v (kPa)Sample No.
19.0
August 1, 2012
GF
August 24, 2012
600
EFFECTIVE VERTICAL STRESS v (kPa)
0
20
40
60
80
100
120
140
160
180
0 5 10 15 20
SHEA
R S
TRES
S,
(kPa
)
SHEAR STRAIN, (%)
0
50
100
150
200
250
300
350
0 5 10 15 20
vo
-v
(kPa
)
SHEAR STRAIN, (%)
MEG TECHNICAL SERVICES (A Division of MEG Consulting Limited)
DIRECT SIMPLE SHEAR TEST (ASTM D 6528)Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.: Station:Initial Height (mm): 22.4 158.93 0.64
Diameter of Ring (mm): 66.5 20.04 0.52
Specific Gravity, Gs: 2.75 16.46 21.7
Final Water Content (%): 21.4 93.5 >100
12-MTS-009Port of Anchorage
BH-001-12July 31, 2012
Initial Degree of Saturation, Sr (%):
Initial Void Ratio, eo:
Total Unit Weight (kN/m3):
Anchorage, US
ST-15 (DSS14)Weight of Specimen (g):
Final Void Ratio, ef:
30.78Static DSS
Final Degree of Saturation, Sr (%):
Dry Unit Weight (kN/m3): Natural Water Content (%):
0
20
40
60
80
100
120
140
160
180
200
0 100 200 300 400 500 600 700
SHEA
R S
TRES
S,
(kPa
)
EFFECTIVE VERTICAL STRESS 'v (kPa)
Comments:
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
Depth (m)
Type of Test: Constant Volume
PS
ST-15 (DSS14) 30.78
Total Unit Weight (kN/m3)
Effective Vertical Stress, 'v (kPa)Sample No.
20.0
August 2, 2012
GF
August 24, 2012
600
EFFECTIVE VERTICAL STRESS v (kPa)
0
20
40
60
80
100
120
140
160
180
200
0 5 10 15 20
SHEA
R S
TRES
S,
(kPa
)
SHEAR STRAIN, (%)
0
50
100
150
200
250
300
350
400
450
500
0 5 10 15 20
vo
-v
(kPa
)
SHEAR STRAIN, (%)
MEG TECHNICAL SERVICES (A Division of MEG Consulting Limited)
DIRECT SIMPLE SHEAR TEST (ASTM D 6528)Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.: Station:Initial Height (mm): 23.6 184.77 0.90
Diameter of Ring (mm): 72.6 18.55 0.82
Specific Gravity, Gs: 2.74 14.16 31.0
Final Water Content (%): 33.0 94.6 >100
12-MTS-009Port of Anchorage
BH-004-12July 24, 2012
Initial Degree of Saturation, Sr (%):
Initial Void Ratio, eo:
Total Unit Weight (kN/m3):
Anchorage, US
ST-9 (DSS15)Weight of Specimen (g):
Final Void Ratio, ef:
27.43DSS #2
Final Degree of Saturation, Sr (%):
Dry Unit Weight (kN/m3): Natural Water Content (%):
0
2
4
6
8
10
12
14
16
18
20
0 10 20 30 40 50 60
SHEA
R S
TRES
S,
(kPa
)
EFFECTIVE VERTICAL STRESS 'v (kPa)
Comments:
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
Depth (m)
Type of Test: Constant Volume
PS
ST-9 (DSS15) 27.43
Total Unit Weight (kN/m3)
Effective Vertical Stress, 'v (kPa)Sample No.
18.6
July 27, 2012
GF
August 24, 2012
50
EFFECTIVE VERTICAL STRESS v (kPa)
0
2
4
6
8
10
12
14
16
18
20
0 5 10 15 20
SHEA
R S
TRES
S,
(kPa
)
SHEAR STRAIN, (%)
0
10
20
30
40
50
60
70
80
90
100
0 5 10 15 20
vo
-v
(kPa
)
SHEAR STRAIN, (%)
MEG TECHNICAL SERVICES (A Division of MEG Consulting Limited)
DIRECT SIMPLE SHEAR TEST (ASTM D 6528)Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.: Station:Initial Height (mm): 23.6 194.34 0.76
Diameter of Ring (mm): 72.6 19.51 0.66
Specific Gravity, Gs: 2.74 15.25 27.9
Final Water Content (%): 25.1 100.0 >100Final Degree of Saturation, Sr (%):
Dry Unit Weight (kN/m3): Natural Water Content (%):
Final Void Ratio, ef:
27.43DSS#2
Anchorage, USA
ST-9 (DSS16)Weight of Specimen (g):
12-MTS-009Port of Anchorage
BH-004-12July 26, 2012
Initial Degree of Saturation, Sr (%):
Initial Void Ratio, eo:
Total Unit Weight (kN/m3):
0
5
10
15
20
25
30
35
0 20 40 60 80 100 120
SHEA
R S
TRES
S,
(kPa
)
EFFECTIVE VERTICAL STRESS 'v (kPa)
Comments:
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
19.5
July 30, 2012
GF
August 24, 2012
100
Total Unit Weight (kN/m3)
Effective Vertical Stress, 'v (kPa)Sample No.
PS
ST-9 (DSS16) 27.43
Depth (m)
Type of Test: Constant Volume
EFFECTIVE VERTICAL STRESS v (kPa)
0
5
10
15
20
25
30
35
0 5 10 15 20
SHEA
R S
TRES
S,
(kPa
)
SHEAR STRAIN, (%)
0
10
20
30
40
50
60
70
0 5 10 15 20
vo
-v
(kPa
)
SHEAR STRAIN, (%)
MEG TECHNICAL SERVICES (A Division of MEG Consulting Limited)
DIRECT SIMPLE SHEAR TEST (ASTM D 6528)Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.: Station:Initial Height (mm): 22.4 155.78 0.78
Diameter of Ring (mm): 66.5 19.66 0.66
Specific Gravity, Gs: 2.83 15.61 25.9
Final Water Content (%): 24.7 94.2 >100
12-MTS-009Port of Anchorage
BH-004-12July 24, 2012
Initial Degree of Saturation, Sr (%):
Initial Void Ratio, eo:
Total Unit Weight (kN/m3):
Anchorage, US
ST-11 (DSS17)Weight of Specimen (g):
Final Void Ratio, ef:
28.80Static DSS
Final Degree of Saturation, Sr (%):
Dry Unit Weight (kN/m3): Natural Water Content (%):
0
10
20
30
40
50
60
70
0 50 100 150 200 250
SHEA
R S
TRES
S,
(kPa
)
EFFECTIVE VERTICAL STRESS 'v (kPa)
Comments:
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
Depth (m)
Type of Test: Constant Volume
PS
ST-11 (DSS17) 28.80
Total Unit Weight (kN/m3)
Effective Vertical Stress, 'v (kPa)Sample No.
19.7
July 27, 2012
GF
August 24, 2012
200
EFFECTIVE VERTICAL STRESS v (kPa)
0
10
20
30
40
50
60
70
0 5 10 15 20
SHEA
R S
TRES
S,
(kPa
)
SHEAR STRAIN, (%)
0
50
100
150
200
250
300
0 5 10 15 20
vo
-v
(kPa
)
SHEAR STRAIN, (%)
MEG TECHNICAL SERVICES (A Division of MEG Consulting Limited)
DIRECT SIMPLE SHEAR TEST (ASTM D 6528)Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.: Station:Initial Height (mm): 22.4 148.63 0.89
Diameter of Ring (mm): 66.5 18.78 0.63
Specific Gravity, Gs: 2.83 14.70 27.8
Final Water Content (%): 25.5 88.4 >100
12-MTS-009Port of Anchorage
BH-004-12July 26, 2012
Initial Degree of Saturation, Sr (%):
Initial Void Ratio, eo:
Total Unit Weight (kN/m3):
Anchorage, USA
ST-11 (DSS18)Weight of Specimen (g):
Final Void Ratio, ef:
28.80Static DSS
Final Degree of Saturation, Sr (%):
Dry Unit Weight (kN/m3): Natural Water Content (%):
0
20
40
60
80
100
120
140
160
0 100 200 300 400 500 600 700
SHEA
R S
TRES
S,
(kPa
)
EFFECTIVE VERTICAL STRESS 'v (kPa)
Comments:
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
Depth (m)
Type of Test: Constant Volume
PS
ST-11 (DSS18) 28.80
Total Unit Weight (kN/m3)
Effective Vertical Stress, 'v (kPa)Sample No.
18.8
July 30, 2012
GF
August 24, 2012
600
EFFECTIVE VERTICAL STRESS v (kPa)
0
20
40
60
80
100
120
140
160
0 5 10 15 20
SHEA
R S
TRES
S,
(kPa
)
SHEAR STRAIN, (%)
0
50
100
150
200
250
300
0 5 10 15 20
vo
-v
(kPa
)
SHEAR STRAIN, (%)
MEG TECHNICAL SERVICES (A Division of MEG Consulting Limited)
DIRECT SIMPLE SHEAR TEST (ASTM D 6528)Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.: Station:Initial Height (mm): 23.6 195.43 0.74
Diameter of Ring (mm): 72.6 19.62 0.67
Specific Gravity, Gs: 2.74 15.43 27.2
Final Water Content (%): 26.1 100.0 >100Final Degree of Saturation, Sr (%):
Dry Unit Weight (kN/m3): Natural Water Content (%):
Final Void Ratio, ef:
22.56DSS#2
Anchorage, US
ST-11 (DSS19)Weight of Specimen (g):
12-MTS-009Port of Anchorage
BH-005-12July 31, 2012
Initial Degree of Saturation, Sr (%):
Initial Void Ratio, eo:
Total Unit Weight (kN/m3):
0
2
4
6
8
10
12
14
16
18
0 10 20 30 40 50 60
SHEA
R S
TRES
S,
(kPa
)
EFFECTIVE VERTICAL STRESS 'v (kPa)
Comments:
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
19.6
August 2, 2012
GF
August 24, 2012
50
Total Unit Weight (kN/m3)
Effective Vertical Stress, 'v (kPa)Sample No.
PS
ST-11 (DSS19) 22.56
Depth (m)
Type of Test: Constant Volume
EFFECTIVE VERTICAL STRESS v (kPa)
0
2
4
6
8
10
12
14
16
18
0 5 10 15 20
SHEA
R S
TRES
S,
(kPa
)
SHEAR STRAIN, (%)
0
10
20
30
40
50
60
70
80
90
100
0 5 10 15 20
vo
-v
(kPa
)
SHEAR STRAIN, (%)
MEG TECHNICAL SERVICES (A Division of MEG Consulting Limited)
DIRECT SIMPLE SHEAR TEST (ASTM D 6528)Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.: Station:Initial Height (mm): 22.4 154.23 0.72
Diameter of Ring (mm): 66.5 19.46 0.57
Specific Gravity, Gs: 2.74 15.64 24.4
Final Water Content (%): 23.7 93.1 113.7
12-MTS-009Port of Anchorage
BH-005-12August 7, 2012
Initial Degree of Saturation, Sr (%):
Initial Void Ratio, eo:
Total Unit Weight (kN/m3):
Anchorage, US
ST-11 (DSS20)Weight of Specimen (g):
Final Void Ratio, ef:
22.71DSS#2
Final Degree of Saturation, Sr (%):
Dry Unit Weight (kN/m3): Natural Water Content (%):
0
10
20
30
40
50
60
0 50 100 150 200 250
SHEA
R S
TRES
S,
(kPa
)
EFFECTIVE VERTICAL STRESS 'v (kPa)
Comments:
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 25, 2012
Depth (m)
Type of Test: Constant Volume
MJ
ST-11 (DSS20) 22.71
Total Unit Weight (kN/m3)
Effective Vertical Stress, 'v (kPa)Sample No.
19.5
August 24, 2012
PS
August 25, 2012
100
EFFECTIVE VERTICAL STRESS v (kPa)
0
10
20
30
40
50
60
0 5 10 15 20
SHEA
R S
TRES
S,
(kPa
)
SHEAR STRAIN, (%)
0
20
40
60
80
100
120
0 5 10 15 20
vo
-v
(kPa
)
SHEAR STRAIN, (%)
MEG TECHNICAL SERVICES (A Division of MEG Consulting Limited)
DIRECT SIMPLE SHEAR TEST (ASTM D 6528)Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.: Station:Initial Height (mm): 23.6 197.74 0.67
Diameter of Ring (mm): 72.6 19.86 0.56
Specific Gravity, Gs: 2.74 16.07 23.5
Final Water Content (%): 23.3 95.9 >100
12-MTS-009Port of Anchorage
BH-005-12August 1, 2012
Initial Degree of Saturation, Sr (%):
Initial Void Ratio, eo:
Total Unit Weight (kN/m3):
Anchorage, US
ST-11 (DSS21)Weight of Specimen (g):
Final Void Ratio, ef:
22.56DSS#2
Final Degree of Saturation, Sr (%):
Dry Unit Weight (kN/m3): Natural Water Content (%):
0
20
40
60
80
100
120
140
160
180
0 100 200 300 400 500 600 700
SHEA
R S
TRES
S,
(kPa
)
EFFECTIVE VERTICAL STRESS 'v (kPa)
Comments:
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
Depth (m)
Type of Test: Constant Volume
PS
ST-11 (DSS21) 22.56
Total Unit Weight (kN/m3)
Effective Vertical Stress, 'v (kPa)Sample No.
19.9
August 7, 2012
GF
August 24, 2012
600
EFFECTIVE VERTICAL STRESS v (kPa)
0
20
40
60
80
100
120
140
160
180
0 5 10 15 20
SHEA
R S
TRES
S,
(kPa
)
SHEAR STRAIN, (%)
0
50
100
150
200
250
300
0 5 10 15 20
vo
-v
(kPa
)
SHEAR STRAIN, (%)
MEG TECHNICAL SERVICES (A Division of MEG Consulting Limited)
DIRECT SIMPLE SHEAR TEST (ASTM D 6528)Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.: Station:Initial Height (mm): 22.4 154.72 0.65
Diameter of Ring (mm): 66.5 19.52 0.47
Specific Gravity, Gs: 2.67 15.92 22.6
Final Water Content (%): 23.6 93.6 >100Final Degree of Saturation, Sr (%):
Dry Unit Weight (kN/m3): Natural Water Content (%):
29.72Static DSS
Anchorage, US
ST-14 (DSS22)Weight of Specimen (g):
12-MTS-009Port of Anchorage
BH-001-12August 15, 2012
Initial Degree of Saturation, Sr (%):
Initial Void Ratio, eo:
Total Unit Weight (kN/m3): Final Void Ratio, ef:
0
50
100
150
200
250
0 50 100 150 200 250 300 350 400 450 500
SHEA
R S
TRES
S,
(kPa
)
EFFECTIVE VERTICAL STRESS 'v (kPa)
Comments:
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 24, 2012
19.5
August 24, 2012
PS
August 24, 2012
300
OCRTotal Unit Weight
(kN/m3)Effective Vertical Stress, 'v (kPa)Sample No.
Type of Test: Constant Volume
3
MJ
ST-14 (DSS22) 29.72
Depth (m)
EFFECTIVE VERTICAL STRESS v (kPa)
0
50
100
150
200
250
0 5 10 15 20
SHEA
R S
TRES
S,
(kPa
)
SHEAR STRAIN, (%)
-180
-160
-140
-120
-100
-80
-60
-40
-20
0
20
0 5 10 15 20
vo
-v
(kPa
)
SHEAR STRAIN, (%)
MEG TECHNICAL SERVICES (A Division of MEG Consulting Limited)
DIRECT SIMPLE SHEAR TEST (ASTM D 6528)Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.: Station:Initial Height (mm): 22.4 149.69 0.75
Diameter of Ring (mm): 66.5 18.89 0.59
Specific Gravity, Gs: 2.67 15.01 25.8
Final Water Content (%): 27.8 92.6 >100
12-MTS-009Port of Anchorage
BH-001-12August 23, 2012
Initial Degree of Saturation, Sr (%):
Initial Void Ratio, eo:
Total Unit Weight (kN/m3): Final Void Ratio, ef:
Anchorage, US
ST-14 (DSS23)Weight of Specimen (g):
29.70Static DSS
Final Degree of Saturation, Sr (%):
Dry Unit Weight (kN/m3): Natural Water Content (%):
0
20
40
60
80
100
120
140
160
0 50 100 150 200 250 300 350
SHEA
R S
TRES
S,
(kPa
)
EFFECTIVE VERTICAL STRESS 'v (kPa)
Comments:
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 26, 2012
Depth (m)
6
PS
ST-14 (DSS23) 29.70
Total Unit Weight (kN/m3)
Effective Vertical Stress, 'v (kPa)Sample No.
Type of Test: Constant Volume
18.9
August 25, 2012
EP
August 26, 2012
150
OCR
EFFECTIVE VERTICAL STRESS v (kPa)
0
20
40
60
80
100
120
140
160
0 5 10 15 20
SHEA
R S
TRES
S,
(kPa
)
SHEAR STRAIN, (%)
-160
-140
-120
-100
-80
-60
-40
-20
0
0 5 10 15 20
vo
-v
(kPa
)
SHEAR STRAIN, (%)
MEG TECHNICAL SERVICES (A Division of MEG Consulting Limited)
DIRECT SIMPLE SHEAR TEST (ASTM D 6528)Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.: Station:Initial Height (mm): 23.6 197.89 0.75
Diameter of Ring (mm): 72.6 19.87 0.54
Specific Gravity, Gs: 2.83 15.84 25.5
Final Water Content (%): 19.9 95.7 <100
12-MTS-009Port of Anchorage
BH-004-12August 24, 2012
Initial Degree of Saturation, Sr (%):
Initial Void Ratio, eo:
Total Unit Weight (kN/m3): Final Void Ratio, ef:
Anchorage, US
ST-7 (DSS24)Weight of Specimen (g):
24.62Static DSS
Final Degree of Saturation, Sr (%):
Dry Unit Weight (kN/m3): Natural Water Content (%):
0
20
40
60
80
100
120
140
160
180
200
0 50 100 150 200 250 300 350 400 450
SHEA
R S
TRES
S,
(kPa
)
EFFECTIVE VERTICAL STRESS 'v (kPa)
Comments:
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 26, 2012
Depth (m)
3
PS
ST-7 (DSS24) 24.62
Total Unit Weight (kN/m3)
Effective Vertical Stress, 'v (kPa)Sample No.
Type of Test: Constant Volume
19.9
August 25, 2012
EP
August 26, 2012
300
OCR
EFFECTIVE VERTICAL STRESS v (kPa)
0
20
40
60
80
100
120
140
160
180
200
0 5 10 15 20
SHEA
R S
TRES
S,
(kPa
)
SHEAR STRAIN, (%)
-120
-100
-80
-60
-40
-20
0
20
0 5 10 15 20
vo
-v
(kPa
)
SHEAR STRAIN, (%)
MEG TECHNICAL SERVICES (A Division of MEG Consulting Limited)
DIRECT SIMPLE SHEAR TEST (ASTM D 6528)Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.: Station:Initial Height (mm): 23.6 188.04 0.81
Diameter of Ring (mm): 72.6 18.88 0.58
Specific Gravity, Gs: 2.74 14.85 27.2
Final Water Content (%): 22.8 91.8 >100Final Degree of Saturation, Sr (%):
Dry Unit Weight (kN/m3): Natural Water Content (%):
27.58Static DSS
Anchorage, US
ST-9 (DSS25)Weight of Specimen (g):
12-MTS-009Port of Anchorage
BH-004-12August 23, 2012
Initial Degree of Saturation, Sr (%):
Initial Void Ratio, eo:
Total Unit Weight (kN/m3): Final Void Ratio, ef:
0
20
40
60
80
100
120
140
160
0 50 100 150 200 250 300
SHEA
R S
TRES
S,
(kPa
)
EFFECTIVE VERTICAL STRESS 'v (kPa)
Comments:
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 27, 2012
18.9
August 25, 2012
EP
August 26, 2012
150
OCRTotal Unit Weight
(kN/m3)Effective Vertical Stress, 'v (kPa)Sample No.
Type of Test: Constant Volume
6
PS
ST-9 (DSS25) 27.58
Depth (m)
EFFECTIVE VERTICAL STRESS v (kPa)
0
20
40
60
80
100
120
140
160
0 5 10 15 20
SHEA
R S
TRES
S,
(kPa
)
SHEAR STRAIN, (%)
-140
-120
-100
-80
-60
-40
-20
0
0 5 10 15 20
vo
-v
(kPa
)
SHEAR STRAIN, (%)
MEG TECHNICAL SERVICES (A Division of MEG Consulting Limited)
DIRECT SIMPLE SHEAR TEST (ASTM D 6528)Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.: Station:Initial Height (mm): 22.4 153.75 0.79
Diameter of Ring (mm): 66.5 19.40 0.66
Specific Gravity, Gs: 2.83 15.52 25.0
Final Water Content (%): 26.1 89.7 >100Final Degree of Saturation, Sr (%):
Dry Unit Weight (kN/m3): Natural Water Content (%):
14.83Static DSS
Anchorage, US
ST-3 (DSS26)Weight of Specimen (g):
12-MTS-009Port of Anchorage
BH-005-12August 24, 2012
Initial Degree of Saturation, Sr (%):
Initial Void Ratio, eo:
Total Unit Weight (kN/m3): Final Void Ratio, ef:
0
20
40
60
80
100
120
140
160
0 50 100 150 200 250 300 350
SHEA
R S
TRES
S,
(kPa
)
EFFECTIVE VERTICAL STRESS 'v (kPa)
Comments:
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 28, 2012
19.4
August 27, 2012
PS
August 27, 2012
300
OCRTotal Unit Weight
(kN/m3)Effective Vertical Stress, 'v (kPa)Sample No.
Type of Test: Constant Volume
3
MJ
ST-3 (DSS26) 14.83
Depth (m)
EFFECTIVE VERTICAL STRESS v (kPa)
0
20
40
60
80
100
120
140
160
0 5 10 15 20
SHEA
R S
TRES
S,
(kPa
)
SHEAR STRAIN, (%)
0
10
20
30
40
50
60
70
80
90
0 5 10 15 20
vo
-v
(kPa
)
SHEAR STRAIN, (%)
MEG TECHNICAL SERVICES (A Division of MEG Consulting Limited)
DIRECT SIMPLE SHEAR TEST (ASTM D 6528)Project: Project No.:Location: Date:Borehole: Depth (m):Sample No.: Station:Initial Height (mm): 22.4 151.13 0.83
Diameter of Ring (mm): 66.5 19.07 0.69
Specific Gravity, Gs: 2.83 15.15 25.9
Final Water Content (%): 25.9 88.0 >100Final Degree of Saturation, Sr (%):
Dry Unit Weight (kN/m3): Natural Water Content (%):
14.83Static DSS
Anchorage, US
ST-3 (DSS27)Weight of Specimen (g):
12-MTS-009Port of Anchorage
BH-005-12August 26, 2012
Initial Degree of Saturation, Sr (%):
Initial Void Ratio, eo:
Total Unit Weight (kN/m3): Final Void Ratio, ef:
0
20
40
60
80
100
120
140
160
180
200
0 50 100 150 200 250 300 350 400
SHEA
R S
TRES
S,
(kPa
)
EFFECTIVE VERTICAL STRESS 'v (kPa)
Comments:
Prepared By: Checked By: Approved By: JPS
Date: Date: Date: August 28, 2012
19.1
August 27, 2012
PS
August 27, 2012
150
OCRTotal Unit Weight
(kN/m3)Effective Vertical Stress, 'v (kPa)Sample No.
Type of Test: Constant Volume
6
MJ
ST-3 (DSS27) 14.83
Depth (m)
EFFECTIVE VERTICAL STRESS v (kPa)
0
20
40
60
80
100
120
140
160
180
200
0 5 10 15 20
SHEA
R S
TRES
S,
(kPa
)
SHEAR STRAIN, (%)
-200
-180
-160
-140
-120
-100
-80
-60
-40
-20
0
0 5 10 15 20
vo
-v
(kPa
)
SHEAR STRAIN, (%)
